VOL_2_OF_3_LAMH_DIV_01-13.pdf

Request for Proposal

W912ER19R0001

Specifications for

Large Aircraft Maintenance Hangar UAE Al Dhafra

Volume 2 Specifications

Divisions 01-13

US Army Corps of Engineers Middle East District

LARGE AIRCRAFT MAINTENANCE HANGAR, AL DHAFRA, UAE 452312

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 15 00.12 10 SUPPLEMENTARY REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 17.12 10 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29.05 20 SUSTAINABILITY REPORTING

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 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

PROJECT TABLE OF CONTENTS Page 1

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 13 COILING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 16.10 STEEL SLIDING HANGAR DOORS

08 51 23 STEEL WINDOWS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 23 00 GYPSUM PLASTERING

09 24 23 CEMENT STUCCO

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.16 FUEL RESISTIVE RESINOUS FLOORING, 5-COAT SYSTEM

09 90 00 PAINTS AND COATINGS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 11 - EQUIPMENT

11 81 29 FACILITY FALL PROTECTION

DIVISION 12 - FURNISHINGS

12 50 00.13 10 FURNITURE AND FURNITURE INSTALLATION

12 51 00 FURNITURE, FURNISHINGS AND EQUIPMENT (FFE)

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 PRE-ENGINEERED METAL BUILDING SYSTEMS

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 25.00 10 HIGH EXPANSION FOAM (HI EX. HEF) FIRE PROTECTION SYSTEM

21 30 00 FIRE PUMPS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 27 13.10 30 ELECTRIC METERS

26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 35 43 400-HERTZ (HZ) ROTARY FREQUENCY CONVERTER

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 56 20.00 10 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

26 60 13.00 40 LOW-VOLTAGE MOTORS

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

PROJECT TABLE OF CONTENTS Page 3

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS AND ROADS

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 12 33.00 30 WATER METERS

33 16 15 WATER STORAGE STEEL TANKS

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 61 14 EXTERIOR BURIED PREINSULATED WATER PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 34 - TRANSPORTATION

34 73 13 GROUNDING POINTS FOR AIRCRAFT

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 23.19 MONORAIL HOISTS

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 21 13.21 HYDROPNEUMATIC TANK ASSEMBLY

43 41 16.16 40 MODULAR PANEL TYPE GLASS REINFORCED PLASTIC TANKS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Code Compliance

1.3 NOTIFICATION PRIOR TO EXCAVATION

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.05 20 SUSTAINABILITY REPORTING.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project is for a large hangar, access apron pavement, utilities and other infrastructure that are required for a complete and usable LAMH.

Key components of the LAMH project include:

o 6,000 SM single bay, large aircraft maintenance hangar, with fuel cell maintenance capabilities o Hangar Access Apron of approximately 8,900 SM o Water Storage Tanks for fire protection and domestic water supply o Electrical Yard to house multiple permanent compact substations and generators until commercial power can be provided o Exterior lighting o Communications distribution system that includes a fiber optic Outside Plant (OSP) distribution system, NIPRNet and SIPRNet, and Electronic Security Systems (ESS) which provide Intrusion Detection System (IDS) and Closed Circuit Television (CCTV) capabilities o Mechanical Yard to house the chiller and other mechanical equipment o Domestic sewage holding tank with the ability to convert to a small lift station to integrate with the full build-out of the sanitary sewer collection system for the U.S. Development Area o Roadway pavement and vehicular parking. Roadway includes a looped road on backside of hangar to provide fire apparatus the ability to turn around when access to the existing road on the west side of the hangar is closed in accordance with the Conceptual Plan o Security fencing and gates

Civil and Site Work.

SECTION 01 11 00 Page 2

A temporary drainage swale shall be located along the north and west side of the site is designed to handle runoff in the interim condition prior to grading the adjacent site. The project includes an onsite tank with a hydro pneumatic tank and supply pump assembly providing flow and pressure.

Piping will be plastic. Steel tanks for firefighting water shall be located inside the hangar. A hydrant loop shall be located around the building. Supply piping will be ductile iron and the hydrant loop will be GRP with ductile iron valves and fittings. Cathodic protection will be required on all ductile iron pipe and fittings. Site work also includes an underground tank for periodic collection.

Structural Work.

The foundations are designed based on column reactions obtained from the analysis of a conceptual superstructure framing system. Since the superstructure is specified as a pre-engineered metal building system, the Contractor's engineer shall analyze the foundation design and confirm it is adequate to support final column reactions obtained from an analysis of the actual framing system provided. The foundation dimensions and reinforcing shall be increased if needed to support the column reactions of the building provided. The final dimensions of the hangar door foundations and the size, anchorage and location of the door tracks shall be varied to suit the hangar door system provided. Waterproofing is required for all underground reinforced concrete. This waterproofing shall comply with specification section 07 14 00 Fluid-Applied Waterproofing. All footings shall bear on a layer of blinding concrete and two layers of polyethylene sheeting. The hangar bay floor slab is designed as an airfield pavement.

Details of construction shall be in accordance with the pavement details in the civil drawings noted on the structural plans. Materials and installation shall be in accordance with specification Section 32 13

14.13. Since this is an interior slab that will be painted, the hangar bay floor slab shall be given a trowel finish. The hangar bay floor slab will be uniformly sloped from the wall near Grid Line M.1 downward to the hangar door track foundation near Grid Line B. The floor surface shall be transitioned to meet the required constant threshold elevations at overhead doors and personnel doors. The transition slope shall not exceed 1:20.

The hangar superstructure is performance specified as a pre-engineered metal building system. The framing systems shown on the architectural drawings are conceptual. The final structural design will be similar, but not exactly what is shown on the drawings. Careful coordination by the Contractor is required to ensure the final superstructure design accounts for loads from roof and wall mounted equipment and ancillary systems.

Supplementary steel framing and seismic bracing will be required to support these items:

Hangar door system.

Fall protection system.

HVAC ducts, louvers, dampers and equipment.

Draft curtains.

Lighting, conduits and electrical equipment.

Fire suppression system equipment and piping.

Bird netting.

The hangar superstructure shall be structurally isolated from the elevated floors and load-bearing walls constructed in Areas 'A' and 'B'. The floor penetrations where the pre-engineered metal building columns pass through the elevated floors shall be sealed with a flexible fire stopping material. The elevated floors constructed in Areas 'A' and 'B' will be supported on steel framing bearing on steel columns and load bearing

SECTION 01 11 00 Page 3 walls. All CMU walls will be fully grouted, and reinforced. Careful attention must be given to this reinforced CMU construction to ensure that the reinforcing and connections to the floor framing and floor deck complies with the contract documents.

Architectural.

Ensure the clear opening height and width are compliant with the design drawings because the opening sizes are critical to required aircraft clearances. Also ensure hangar doors are completely within the pocket at full open position (should not reduce opening size). Bird Netting - Ensure bird netting system is installed properly without sag. Ensure zippered openings are provided at each location for items that require access above the netting.

Interior Design.

All laminate products shall be high-pressure laminates; no thermos-fused laminates or melamine should be accepted. Provide half-height modesty panels at wall locations to avoid conflicts with access to wall receptacles. Coordinate power and data receptacle type and location with final plan layout and selection of powered equipment.

Mechanical / Plumbing.

The hangar bay, test cell, and dirty locker room are negatively pressurized spaces. All other spaces are positively pressurized. Verify that air balance submittals indicate all negatively pressurized spaces have exhaust airflows higher than supply airflows. In positively pressurized spaces exhaust airflows should be lower than supply airflows.

Electrical.

400 hertz cable reels are mounted in the ceiling of the hangar. The hangar structural design should incorporate the structural support needed for the reels provided. "Piller" cable reels were utilized as the basis of design and are 1127mm x 1128mm x 1016mm and weighed 255kg without the 40 meters of cable. Ensure that the contractor is aware of the requirement and incorporates the structural supports for the overhead 400 hertz cable reels. Hangar door manufacture shall incorporate control panels and push button into the hangar door design. Each control panel shall include all electronic and motor controls for the hangar door with a single connection to the enclosed duct type overhead conductor system mounted inboard of the door head track with a disconnecting means located below the single point of source at ground level. Electrical controls, limit switches and door sensors shall be accessible from ground level and access doors shall be provide for ease of maintenance for all electrical components. Verify that shop drawings indicate access doors are provided for all maintenance items including the wheel bearings. Confirm zippered access is provided in the bird netting at each light fixture, 400 hertz cable reel, antenna and camera location. Observe the electrical hazard locations shown on drawing GI009. Hangar bay is Class 1 Div. 2 rated up to 457mm above finished floor. Make sure equipment installed in hazardous locations are properly rated for the area. Contractor shall have a registered professional engineer complete a protective device coordination study and an arc flash study, and, provide all settings for the protection relays in the switchgear per requirements of SECTION 26 23 00 LOW-VOLTAGE SWITCHGEAR.

These studies must be completed based on actual contractor-provided switchgear.

SECTION 01 11 00 Page 4

Telecommunications.

Contractor will install duct bank, manhole and handholes. Communication cabling is provided by US Communication Squadron. Secure communications installed in the Office (118). The contractor shall provide the wall cabinet, however, see the specifications regarding installation of secure network raceways and cabling. Grounding and bonding of the communications infrastructure is critical. Observe during construction to confirm proper grounding and bonding is installed.

Fire Protection / Life Safety.

To comply with UFC 3-600-01 requirements, ensure that MED's (or contractor's) FPE is on site to witness preliminary and final acceptance testing for all fire protection systems.

1.2.2 Location

The work is located at the Al Dhafra Air Base (ADAB) in the Emirate of Abu Dhabi in the United Arab Emirates (UAE). The Base is approximately 30 km southeast of the City of Abu Dhabi. The exact location will be shown by the Contracting Officer.

1.2.3 Code Compliance

The work shall comply exclusively with UFCs and U.S. Codes.

1.3 NOTIFICATION PRIOR TO EXCAVATION

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ELECTRONIC EQUIPMENT

1.4 No Smoking Policy

1.5 Working Hours

1.6 Work Outside Regular Hours

1.7 Utility Cutovers and Interruptions

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.05 20 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Transportation of Personnel, Materials, and Equipment; GM R

List of Contact Personnel; GM R

Personnel List; GM R

Vehicle List; GM R

1.2 SPECIAL SCHEDULING REQUIREMENTS

Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ELECTRONIC EQUIPMENT

Cameras and cell phones with cameras are strictly prohibited on Al Dhafra AB. Cell phones, Laptop Computers and Electronic Media Devises are not authorized without an Authorized Request Letter from the Contracting Officer. The number of cell phone authorizations shall be limited to only essential personnel. The request will be coordinated through the Contracting Officer before being sent to the Emirate Security Officer.

Included with the request will be a request letter from the contractor's company, with clear color copies of the contractor's base pass, passport, residency visa, work permit, Emirati National ID and Emirati Security Declaration Form and Temporary Blue Badge Spreadsheet.

1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

SECTION 01 14 00 Page 2

1.5 Working Hours

Regular duty hours consist of a 9.0 hour period, between 0730 to 1630 Sunday through Thursday, excluding Government holidays.

1.6 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

1.7 Utility Cutovers and Interruptions

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

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACTOR'S MOBILIZATION AREA

1.3 PRECONSTRUCTION CONFERENCE

1.3.1 Schedule of Meeting

1.3.2 Submittal Briefing

1.3.3 Meeting Minutes

1.4 AREA USE PLAN

1.4.1 Security Provisions

1.5 CONTRACTOR'S OFF BASE MOBILIZATION AREA

1.5.1 Facilities Within the Mobilization Site

1.5.2 Special Requirements

1.6 FOREIGN OBJECTS DAMAGE CONTROL

1.7 AIRFIELD PAVEMENT WORKSHOP (APW)

1.8 CONCRETE MIX WORKSHOP

1.9 NOTICES

1.9.1 Notice Of Construction

1.10 DELAYS/UNSCHEDULED WORK STOPPAGES

1.11 EXCAVATION AND UTILITY CLEARANCE (DIGGING PERMITS)

1.11.1 Requirements for Digging Permits

1.11.2 Requests for Digging Permits

1.11.3 Preparation of Requests for Digging Permits

1.11.4 Existing Underground Utilities

1.11.5 Hand Excavation

1.12 DUST CONTROL

1.13 RESPONSIBILITY FOR PHYSICAL SECURITY

1.14 CERTIFICATES OF COMPLIANCE

1.15 ACCIDENT PREVENTION

1.16 CONTRACTOR FURNISHED SPARE PARTS

1.16.1 General

1.16.2 Selection of Spare Parts to be Furnished

1.16.3 Procurement and Delivery of Spare Parts

1.16.3.1 Shipment and Delivery

1.16.3.2 Turnover of Spare Parts

1.16.3.3 Parts and Package Identification

1.16.3.4 Preservation and Packaging Instruction

1.16.4 Warranty

1.16.5 Payments for Spare Parts

1.17 OPERATION AND MAINTENANCE (O&M) PERFORMANCE PERIOD

1.17.1 General

1.17.1.1 Equipment for Which O&M Data Must be Submitted

1.17.1.2 Data to be Provided for Each Equipment Item

1.17.1.3 Preparation of O&M Data for Each Equipment Item

1.17.1.4 O&M Data Submittal Procedure for Each Equipment item

1.17.1.5 Payment for Prepration and Submittal of O&M Data for

SECTION 01 15 00.12 10 Page 1

Individual Equipment Items

1.17.1.6 O&M Data for Systems

1.17.1.6.1 Preparation and Organization of Systems O&M Manuals

1.17.1.6.2 Submittal of Systems O&M Manuals

1.17.1.6.3 Payment for Preparation and submittal of System O&M

Manuals

1.17.1.7 Framed Instructions for System

1.17.1.7.1 Drawings

1.17.1.7.2 Equipment and System Narrative

1.17.1.7.3 Emergency Shut-Down Narrative

1.17.1.7.4 Preparation and Installation of Framed Instructions

1.17.1.7.5 Payment for Framed Instructions

1.17.1.8 Contractor Responsibility for Updated O&M Information

1.18 INSTRUCTIONS AND TRAINING FOR OPERATION AND MAINTENANCE

1.18.1 General

1.18.2 Operation and Maintenance Training

1.18.3 Arrangements

1.18.4 Scheduling

1.18.5 Plan

1.18.6 Attendance Roster/MED Form 356

1.19 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

1.20 PHYSICAL CONDITIONS

1.21 STANDARDIZATION

1.22 ON-BASE PHOTOGRAPHY PROHIBITION

1.23 PUBLIC RELEASE OF INFORMATION

1.23.1 Prohibition

1.23.2 Subcontract and Purchase Orders

1.24 UNEXPLODED ORDNANCE

1.24.1 UXO Safety Support During Construction

1.25 RESIDUAL CONSTRUCTION MATERIAL

1.26 CUSTOM EXEMPT CONTRACT

1.27 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

1.27.1 Contractor's Responsibilities

1.28 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.28.1 General

1.28.2 Time Extensions

1.29 RADIO TRANSMITTER RESTRICTIONS

1.30 BASE HOT WORK PERMITS

1.30.1 Requirement for Hot Work Permits

1.30.2 Requests for Hot Work Permits

1.30.3 Preparatory Inspections and Inspection of Equipment

1.31 ACCIDENT PREVENTION

1.32 DEVIATING FROM THE ACCEPTED DESIGN

1.33 BASE SECURITY AND ACCESS REQUIREMENTS

1.33.1 General

1.33.2 Site Access

1.33.2.1 Defense Biometric Identification System (DBIDS) Processing

1.33.3 Base Access

1.33.3.1 Gate Passes

1.33.3.2 Base Access and Identification of Vehicles and Equipment

1.33.4 Work Schedule

1.34 ATTACHMENT

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SECTION 01 15 00.12 10 Page 2

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29.05 20, SUSTAINABITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Foreign Objects Damage (FOD) Control Plan; G M/R

Registered Designers' Proof of Degrees and Licensing; G M/R

Requests for Digging Permits; G M/R

Proposed Means of Providing Project Security; G M/R

SD-07 Certificates

Certificates Of Compliance

SD-11 Closeout Submittals

O&M Performance Period Reports and Records; G M/R

1.2 CONTRACTOR'S MOBILIZATION AREA

The Contractor will be permitted to use an area as directed by the Contracting Officer within the contract limits for operation of his construction equipment and plants, shops, warehouses, and offices. The Contractor shall not be authorized to have living accommodations for his work force on the site. The Contractor is responsible for obtaining any required additional mobilization area above that designated. On completion of the contract, all facilities shall be removed from the mobilization area by the Contractor and shall be disposed of in accordance with applicable Host Government Laws and Regulations. The site shall be cleared of construction debris and other materials and the area restored to its final grade. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES for additional requirements.

1.3 PRECONSTRUCTION CONFERENCE

1.3.1 Schedule of Meeting

At the earliest practicable time, prior to commencement of the work, the

SECTION 01 15 00.12 10 Page 3

Contractor and any Subcontractors whose presence is necessary or requested, shall meet in conference with representatives of the Contracting Officer to discuss and develop a mutual understanding relative to the details of the administration and execution of this contract. This will include but not necessarily be limited to the Contractor's Quality Control (CQC) Program, the Contractors Accident Prevention Program, environmental requirements, submittals, phasing plan, correspondence, schedule, access to the work site, security requirements, interface requirements, temporary facilities and services, hazards and risks, working after normal hours or on weekends or holidays, assignment of inspectors, representations, special requirements, phasing, coordination with utilities contract, and other aspects of this project that warrant clarification and understanding.

1.3.2 Submittal Briefing

The Contracting Officer and the Installation/Work Representative will hold a submittal briefing as part of the Preconstruction Conference to present the submittal process, the forms required, how to fill out the forms, and how to submit for approval.

1.3.3 Meeting Minutes

It shall be the responsibility of the Contractor's CQC System Manager to prepare detailed minutes of this meeting and submit same to the Contracting Officer for approval within 3 work days. Any corrections deemed necessary by the Contracting Officer shall be incorporated and resubmitted within 2 calendar days after receipt. Upon approval of the minutes by the Contracting Officer, the Contractor shall distribute the minutes to all parties present or concerned.

1.4 AREA USE PLAN

The Contractor shall submit to the Contracting Officer, within 15 calendar days after issuance of Notice to Proceed (NTP), an Area Use Plan designating intended use of all areas within the project boundaries. This plan shall include, but not necessarily be limited to the following: the proposed location and dimensions of any area to be fenced and used by the Contractor; construction plant and building installations/the number of trailers and facilities to be used; avenues of ingress/egress to the fenced areas and details of the fence installation; drawings showing temporary electrical installations; temporary water and sewage disposal installations; material storage areas; hazardous storage areas. Any areas which may have to be graveled shall also be identified. The plan shall also include a narrative description of the building structural system, the site utility system; and the office or administration facilities. The Contractor shall also indicate if the use of a supplemental or other staging area is desired. The Contractor shall not begin construction of the mobilization or any Area Use prior to approval by the Contracting Officer.

1.4.1 Security Provisions

a. Prior to mobilization, submit a plan for providing project security to prevent unauthorized access to equipment, facilities, materials and documents, and to safeguard them against sabotage, damage and theft. The Contractor shall be responsible for physical security of all personnel, 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 areas.

SECTION 01 15 00.12 10 Page 4

b. The Contractor shall comply with security regulations imposed by the installation commander and/or the agency occupying the space where work is to be performed. The Contractor shall secure buildings where construction is being performed at the end of each work day.

1.5 CONTRACTOR'S OFF BASE MOBILIZATION AREA

The Contractor shall provide, furnish, operate and maintain facilities for his batching operations (e.g. concrete, asphalt, etc.) major shops and living facilities for his workers in an area off base. The specific area must be located such that no new contractor facilities are within the "Inhabited Building Clear Zone" (approximately 1355 meters, radius) surrounding ammunition/explosives storage and/or handling areas. The Contractor must submit his desired site location to the Contracting Officer for approval. All utilities will be the responsibility of the Contractor and shall be provided at no cost to the Government. On completion of the contract, all facilities shall be removed by the Contractor and shall be disposed of in the manner directed by the Contracting Officer. The site shall be cleared of construction debris and other materials and the area restored to its original condition. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES for additional requirements.

1.5.1 Facilities Within the Mobilization Site

All facilities within the Contractor's mobilization site shall be of substantial construction suitable for the local weather conditions.

Housing, messing and sanitary facilities shall meet the requirements of Corps of Engineers Safety and Health Requirements Manual EM 385-1-1. The Contractor shall provide all utilities required to make the site self-sufficient.

1.5.2 Special Requirements

The Contractor shall be responsible for coordinating with the Host Government use of any existing roads as haul routes. Construction, and routing of new haul roads, and/or upgrading of existing roads for the Contractor's use, is the sole responsibility of the Contractor. It shall be the Contractor's responsibility to obtain such local authorizations, permits and licenses necessary to establish his mobilization camp, quarry operations, batching operations and haul routes (See paragraph entitled

"COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS".

1.6 FOREIGN OBJECTS DAMAGE CONTROL

The Contractor shall prepare and submit to the Contracting Officer, for approval, his plan to control Foreign Objects Damage (FOD) at its mobilization site, construction site and during work on or near aircraft runways and/or taxiways. The plan shall be specific and shall describe in detail measures to be implemented to prevent deposit of foreign objects on runways and/or taxiways during construction. The Foreign Objects Damage (FOD) Control Plan shall be submitted fifteen (15) calendar days prior to the start of any work on or near aircraft runways or taxiways. No work will be allowed near any runways or taxiways without approval of the FOD control plan by the Contracting Officer.

1.7 AIRFIELD PAVEMENT WORKSHOP (APW)

The Contractor shall plan for an Airfield Pavement Workshop (APW) for an

SECTION 01 15 00.12 10 Page 5 approximately two (2) day period during the initial construction phase of the airfield pavement work, ideally during the Preparatory and/or Initial Phase Inspections. The APW is conducted by U.S. Army Corps of Engineers (USACE) Transportation Systems Center (TSC) and provides additional direction and technical support during start-up activities for the construction phase for airfield pavement projects executed by USACE. The APW may include a group presentation, observation and analysis of test section construction, verification of plant calibration, and observation of work quality during early phases of concrete paving.

There shall be no additional compensation for attending this workshop.

Contractor representatives in attendance shall include those personnel typically present during the Preparatory Phase Inspection. The contractor shall coordinate the specific time and location with the Contracting Officer. Contractor shall note that TSC requires a minimum of 60 calendar days advance notice to conduct the APW. Further directions will be given at the Pre-Construction Conference.

1.8 CONCRETE MIX WORKSHOP

The Contractor shall attend a session to review concrete mix design.

Discussion will consist of all contents that consist of the concrete mix including the conveyance.

1.9 NOTICES

1.9.1 Notice Of Construction

A Notice Of Proposed Construction Or Alteration must be submitted to Airfield Operations at least 30 days prior to the start of construction.

This notification must be submitted as directed by the Contracting Officer, but the Contractor must provide all information and prepare appropriate documentation for submission.

1.10 DELAYS/UNSCHEDULED WORK STOPPAGES

The Contractor shall anticipate unscheduled work stoppages due to ADAB operations, which may result in removal of the workforce from the project site.

It shall be the responsibility of the contractor to investigate the nature and extent of work stoppages expected to occur at the base and/or project site, and to include costs associated with unscheduled work stoppage its proposal. Any information regarding unscheduled work stoppages provided by the Government prior to award is for information purposes only and should not be relied upon as up-to-date or accurate. Moreover, any such information provided by the Government does not form part of this solicitation. The contractor, and not the Government, is responsible for obtaining information regarding base operations and resultant work stoppages; the contractor should obtain this information from base authorities. With that caveat, the contractor may anticipate a minimum of 10 hours of unscheduled work stoppage per month, but is responsible for verifying this information with the base authorities.

In the event that an unscheduled work stoppage occurs, the contractor will be expected to reallocate its work force to other locations, to the maximum extent practicable.

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The Contractor is also responsible for investigating those labor restrictions mandated by the UAE government, including, but not limited to those limitations on working hours during the summer and Ramadan, and factoring these restrictions into its price proposal and schedule.

1.11 EXCAVATION AND UTILITY CLEARANCE (DIGGING PERMITS)

1.11.1 Requirements for Digging Permits

Prior to the start of any work activity which requires excavation within the construction limits, the Contractor shall obtain a digging permit.

1.11.2 Requests for Digging Permits

Requests for Digging Permits shall be submitted through the Contracting Officer to the Base a minimum of fifteen (15) days prior to the start of the work activity covered by the permit. The request for a Digging Permit shall include a narrative description of the work to be performed and a detailed map of the area of the excavation clearly marking the location of all known utilities or other obstructions. If the work activity covered by the Digging Permit request also requires a utility outage, a separate request for the outage shall be submitted.

1.11.3 Preparation of Requests for Digging Permits

Prior to submitting a request for a Digging Permit, the Contractor shall carefully review the area to be excavated to determine the location of existing utilities and other obstructions. The Contractor will review available drawings and will conduct a visual inspection of the site. The Contractor will utilize underground utility detecting devices such as metal and cable detectors to determine the location of existing utilities. All utility lines found shall be clearly flagged or marked and the location of the utility shall be shown on the drawing to be submitted with the request for Digging Permit.

1.11.4 Existing Underground Utilities

Existing utilities may be present in the construction area which may not be shown, or are inaccurately shown, on the base as-built drawings and the contract drawings. The Contractor shall exercise utmost care in researching locations of existing utilities and reducing damage to existing utilities.

Any utilities damaged by the Contractor shall be promptly repaired by the Contractor. The Contracting Officer will review and approve any proposed repairs. Any damage to existing utilities will be immediately reported to the Contracting Officer and the Installation/Work Site Representative.

1.11.5 Hand Excavation

Hand excavation methods and special supervisory care shall be used between any flagged markers, in areas of known or suspected hazards, and in areas known or suspected to have multiple and/or concentrated utility lines or connections.

1.12 DUST CONTROL

Prior to mobilization, submit a plan for approval for controlling the dust generated due to construction operations in the project area, to include, but not be limited to; construction zones; along haul routes; in equipment

SECTION 01 15 00.12 10 Page 7 parking areas; and in waste areas. All Contractor operations shall be accomplished in accordance with the approved plan.

1.13 RESPONSIBILITY FOR PHYSICAL SECURITY

Prior to mobilization, the Contractor shall submit his proposed means of providing project security to prevent unauthorized access to equipment, facilities, materials and documents, and to safeguard them against sabotage, damage, and theft. The Contractor shall be responsible 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.

1.14 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company involved and shall contain the name and address of the Contractor, the project name and location, description and the quantity of the items involved, and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material.

1.15 ACCIDENT PREVENTION

The Contractor shall comply with all applicable Host Country laws and with such additional measures as the Contracting Officer may find necessary in accordance with CONTRACT CLAUSE 52.236-13 entitled ACCIDENT PREVENTION (NOV 1991). Applicable provisions of the Corps of Engineers manual entitled Safety and Health Requirements Manual EM 385-1-1, will be applied to all work under this contract. The referenced manual may be obtained from the Contracting Officer's Representative at the jobsite or from the Middle East District at Winchester, Virginia.

1.16 CONTRACTOR FURNISHED SPARE PARTS

1.16.1 General

The requirements of this clause are in addition to any requirements for the provision of specific spare parts to be provided by the Contractor included in the contract documents. The term "spare parts" as used herein shall include spare parts, special tools and test equipment. A change order will be issues if additional spare parts are needed after contract award.

1.16.2 Selection of Spare Parts to be Furnished

The Contractor shall provide master parts lists, recommended spare parts lists and lists of special tools and test equipment as a part of the equipment O&M data required by Section 01 78 23 Operations and Maintenance Data. The master parts list shall include the supplier's price for each part. After review of the lists, the Contracting Officer will select spare

SECTION 01 15 00.12 10 Page 8 parts and furnish written direction to the Contractor indicating quantities and types of spare parts to be furnished by the Contractor. Written directions for spare parts orders may be provided on an incremental basis as reviews of O&M data submitted by the Contractor are completed but will not necessarily be issued in the sequence in which the Contractor submitted the equipment O&M data.

1.16.3 Procurement and Delivery of Spare Parts

The Contractor shall procure and be responsible for delivery, receipt, handling, placing in storage, inventory, and turnover to the Contracting Officer all spare parts selected by the Contracting Officer.

In addition to the recommended spare parts list required in paragraph SELECTION OF SPARE PARTS TO BE FURNISHED above, the Contractor is responsible to have six (6) months supply of manufacturer's recommended spare parts on site ready to turn over to the Contracting Officer at the time of acceptance of the facility. These manufacturer's recommended spare parts shall be included in the price of the contract.

1.16.3.1 Shipment and Delivery

The Contractor shall be responsible for the shipment and delivery of spare parts to the location on the site as selected by the Contracting Officer.

The Contractor shall provide all manpower and equipment required to receive and place into designated storage areas all spare parts purchased under this clause. The Contractor shall give the Contracting Officer thirty (30) calendar days notice of arrival at the site of the first shipment.

1.16.3.2 Turnover of Spare Parts

The Contractor shall notify the Contracting Officer seventy-two (72) hours prior to delivery of spare parts to the designated storage area. The Contractor and a representative of the Contracting Officer will perform a joint inventory of the spare parts and the spare parts will be turned over to the Contracting Officer. Spare parts purchased under this clause shall not be used by the Contractor.

1.16.3.3 Parts and Package Identification

Prior to shipment from point of purchase, each spare part shall be tagged or otherwise marked or labeled. Such labeling may be placed or affixed to the container, box or packaging in which spare parts are located when it is not feasible to place or affix such labeling directly on each spare part.

Tags or labels shall include, but not necessarily be limited to; part number, description, parent equipment name and number location, project and/or other data as directed by the Contracting Officer.

1.16.3.4 Preservation and Packaging Instruction

a. Items ordered under this contract shall be preserved and packed for a minimum of three (3) years shelf life storage. All items shall be individually packaged except when the manufacturer specifies that the items are to be used in sets. Appropriate identification labels must be affixed to the items protective box or package. After the spare parts are packaged, the manufacturer shall weigh the spare parts and packaging and place the weight and size of the packaged container on the label with other information as outlined herein. Each item, not normally identified with manufacturer's name and part number, shall

SECTION 01 15 00.12 10 Page 9 have an appropriate label affixed to it with manufacturer's name and part number.

b. Machined spare parts shall be lubricated or coated in order to withstand extensive periods of storage in a highly corrosive atmosphere.

c. Large items (greater than 50 lbs., or larger than one cubic foot) shall be packaged in waterproof wooden boxes and properly braced.

Cushioning shall be used to prevent damage to the item and to the packaging material.

d. Solid state components, such as diodes, transistors, integrated circuits or equipment consisting of such parts which can be damaged as a result of static electricity and other stray electro-magnetic fields shall be packaged in heat-sealed, aluminum foil, laminated, flexible packages.

e. All other spare parts shall be packaged in heat sealed plastic bags or wrap. Delicate and more fragile items such as test equipment shall be cushioned or wrapped with transparent bubble wrap material prior to being inserted into the plastic package.

1.16.4 Warranty

All spare parts provided by the Contractor are subject to the general warranty clauses of this contract.

1.16.5 Payments for Spare Parts

Payments for spare parts specifically required elsewhere in this contract shall be considered as part of those equipment costs and shall be included in other payment items as appropriate. Payments for spare parts ordered under paragraph 1.16.2, above, shall be based on the invoice price (FOB supplier) plus certified invoice price of surface shipment to the site. The invoice price (FOB supplier) shall include the separately listed cost for preservation and packaging by the manufacturer as specified herein. The Contractor shall provide invoices and any additional backup which may be required to demonstrate that the invoices presented represent the cost of spare parts, preservation and packaging, and cost of surface shipment to the site. Payment for handling, delivery, inventory, turnover, customs, overhead or profit shall not be paid or allowed under this Contract Provision, and shall be included in the cost for installation of this equipment under the other appropriate payment items of this contract. Price increases over prices furnished under paragraph SELECTION OF SPARE PARTS TO BE FURNISHED shall be fully substantiated. Payment for spare parts will be made after the spare parts have been accepted at the site by the Contracting Officer. A modification for equitable adjustment will be issued in accordance with Contract Clause 52.243-4 entitled CHANGES.

Payments for spare parts ordered under this clause shall constitute full payment for all cost of the spare parts and associated cost of preservation and packaging, and cost of surface shipment to the site. Other ancillary costs shall be included by the Contractor under the other appropriate payment items of this contract and no additional cost except as provided herein will be allowed.

SECTION 01 15 00.12 10 Page 10

1.17 OPERATION AND MAINTENANCE (O&M) PERFORMANCE PERIOD

1.17.1 General

The requirements contained herein are in addition to all shop drawing submission requirements (e.g., SD-19) stated in other sections of the specification. The Contractor shall include provisions for obtaining the data required below in all purchase orders and sub-contract agreements issued under this contract. The Contractor shall obtain that data which is required to operate and maintain all items of equipment and all systems/subsystems under either normal or emergency operating conditions.

1.17.1.1 Equipment for Which O&M Data Must be Submitted

The Contractor shall provide all data necessary to operate and maintain all equipment purchased and/or installed under this contract. O & M submittal descriptions are at the end of each respective specification section.

1.17.1.2 Data to be Provided for Each Equipment Item

For each equipment item, O&M data shall be submitted as described below.

For identical pieces of equipment installed within any one system, only 1 file of O&M data for that equipment item will be required for maintenance purposes. Deviation from these requirements will require approval of the Contracting Officer. The data as a minimum will include for each equipment item, the following:

a. Equipment O&M Data Sheet: Equipment O&M data sheet shall include the equipment name, manufacturer's name and address, model number, (including characteristics and any special remarks), and the serial number(s), tag number(s) or any user assigned identification number(s), and installed location(s) of the equipment. This sheet shall be the first page of each item of equipment O&M data package and shall contain a checklist covering paragraphs 1.32.2.2.b thru 1.32.2.2.j hereinafter.

b. Equipment Description: Equipment description shall include item name, model number, serial number, equipment price (FOB Manufacturer), electrical and/or mechanical characteristics, manufacturer's name and address, order number and all other data found on the equipment name plates. Include local/regional representative of manufacturer, name, address, telephone number, and telex number.

c. Component and Assembly Drawings/Master Parts List: Component and assembly drawings/master parts list shall contain exploded views and a master parts list clearly identifying all parts and subassemblies by manufacturer's part number. The master parts list shall also include the price for each part (FOB Manufacturer) and effective date

d.…