B.08.03 Amendment 0003 SPECIFICATIONS W912ER22R0006 - 474512 ATCT UD 2.4 JORDAN Jan 22.pdf

Air Traffic Control Tower, UD 2.4, Jordan 474512

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/19 SUMMARY OF WORK -- REVISED BY

AMENDMENT NO. 0003

01 14 00 10/17 WORK RESTRICTIONS

01 15 00.12 10 10/15 SUPPLEMENTARY REQUIREMENTS -- REVISED

BY AMENDMENT NO. 0003

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 17.12 10 MED 2/2017 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 02/17 SUSTAINABILITY REPORTING

01 35 26 11/15 (13 July 2020 M GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 02/14 METRIC MEASUREMENTS

01 45 00.00 10 02/10 QUALITY CONTROL -- REVISED BY

AMENDMENT NO. 0003

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 02/20 SPECIAL INSPECTIONS

01 50 00 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.12 10 05/20 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19 PROJECT IDENTIFICATION

01 78 00 08/11 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 91 00.15 05/16 TOTAL BUILDING COMMISSIONING

01 91 00.15 10 05/16 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

03 42 13.00 10 05/16 PLANT-PRECAST CONCRETE PRODUCTS FOR

BELOW GRADE CONSTRUCTION

03 45 00 05/16 PRECAST ARCHITECTURAL CONCRETE

03 49 00 05/12 GLASS-FIBER-REINFORCED CONCRETE (GFRC)

DIVISION 05 - METALS

05 05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 21 00 05/15 STEEL JOIST FRAMING

05 30 00 05/15 STEEL DECKS

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17 METAL STAIRS

05 52 00 02/18 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

PROJECT TABLE OF CONTENTS Page 1

W912ER20R0013 AMENDMENT 0003

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 05/14 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 13 53 02/16 ELASTOMERIC SHEET WATERPROOFING

07 21 13 02/16 BOARD AND BLOCK INSULATION

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16 ROOF AND DECK INSULATION

07 27 10.00 10 05/14 BUILDING AIR BARRIER SYSTEM

07 27 19.01 05/17 SELF-ADHERING AIR BARRIERS

07 27 36 05/17 SPRAY FOAM AIR BARRIERS

07 52 00 05/12 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 08/08 FLASHING AND SHEET METAL

07 61 14.00 20 08/16 STEEL STANDING SEAM ROOFING

07 61 15.00 20 08/16 ALUMINUM STANDING SEAM ROOFING

07 72 33 04/20 ROOF HATCHES

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

07 81 23 04/20 INTUMESCENT FIREPROOFING

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 02/10 STEEL DOORS AND FRAMES

08 11 16 05/17 ALUMINUM DOORS AND FRAMES

08 14 00 08/16 WOOD DOORS

08 31 00 05/17 ACCESS DOORS AND PANELS

08 51 13 05/11 ALUMINUM WINDOWS

08 71 00 02/16 DOOR HARDWARE -- REVISED BY AMENDMENT

NO. 0003

08 81 00 08/11 GLAZING

08 88 58 05/14 AIR TRAFFIC CONTROL TOWER CAB GLASS

08 91 00 05/11 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16 GYPSUM BOARD

09 30 13 11/13 CERAMIC/PORCELAIN TILING

09 51 00 08/10 ACOUSTICAL CEILINGS

09 62 38 08/17 STATIC-CONTROL FLOORING

09 65 00 08/10 RESILIENT FLOORING -- REVISED BY

AMENDMENT NO. 0003

09 68 00 11/17 CARPETING

09 69 13 11/15 RIGID GRID ACCESS FLOORING

09 84 20 08/16, CHG 1: 08/18 ACOUSTICAL WALL PANELS -- ADDED BY

AMENDMENT NO. 0003

09 84 33.11 01/22 SOUND-ABSORBING WALL PANELS -- ADDED

BY AMENDMENT NO. 0003

09 90 00 05/11 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 08/17 INTERIOR SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS -- ADDED BY

AMENDMENT NO. 0003

10 28 13 07/06 TOILET ACCESSORIES -- REVISED BY

AMENDMENT NO. 0003

10 44 16 05/15 FIRE EXTINGUISHERS

PROJECT TABLE OF CONTENTS Page 2

10 51 13 05/11 METAL LOCKERS

DIVISION 12 - FURNISHINGS

12 24 13 08/17 ROLLER WINDOW SHADES

12 31 00 11/14 MANUFACTURED METAL CASEWORK

12 51 00 FURNITURE, FURNISHINGS AND EQUIPMENT

(FFE)

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 05/18 SEISMIC BRACING FOR MISCELLANEOUS

EQUIPMENT

13 48 00.00 10 10/07 SEISMIC PROTECTION FOR MECHANICAL

EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 05/16 ELECTRIC TRACTION PASSENGER ELEVATORS

14 24 13 05/16 HYDRAULIC FREIGHT ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 05/11 STANDPIPE SYSTEMS

21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

21 30 00 04/08 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

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

23 00 00 08/10 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00.00 10 01/08 COMMISSIONING OF HVAC SYSTEMS

23 09 00 11/15 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 11/15 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 25 00 11/08 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 64 10 08/08 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 CHILLED WATER PIPING SYSTEMS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS

25 05 11.05 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - FIRE ALARM/MASS

NOTIFICATION SYSTEM

25 05 11.10 11/17 CYBERSECURITY FOR FACILITY-RELATED

PROJECT TABLE OF CONTENTS Page 3

CONTROL SYSTEMS - HVAC SYSTEM

25 05 11.15 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS - MULTIPLE

DIVISION 26 - ELECTRICAL

26 00 00.00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 11 16 02/10 SECONDARY UNIT SUBSTATIONS

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

26 32 14.00 10 02/10 DIESEL-GENERATOR SET, STATIONARY

15-600 KW, STANDBY APPLICATIONS

26 36 00.00 10 10/07 AUTOMATIC TRANSFER SWITCH AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 04/06 CABLE TELEVISION PREMISES DISTRIBUTION

SYSTEM

27 05 28.36 40 11/08 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 01/08 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 20 01.12 10 02/14 INTERIOR DISTRIBUTION SYSTEM FOR

COMMUNICATIONS SYSTEMS

27 51 16 04/06 PUBLIC ADDRESS SYSTEMS

27 52 23.00 20 07/20 INTERCOM CALL SYSTEM WITH DOOR STATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 08/11 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 19 08/08 GEOTEXTILE

31 63 26 BORED CAST-IN-PLACE CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 20 08/17 SUBBASE COURSE FOR ROADS

32 11 23 08/17 AGGREGATE BASE COURSE FOR ROADS

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 15 00 05/17 AGGREGATE SURFACE COURSE FOR ROADS

32 17 23 08/16 PAVEMENT MARKINGS

32 31 13.53 04/08 HIGH-SECURITY CHAIN LINK FENCES AND

GATES

DIVISION 33 - UTILITIES

33 11 00 05/16 WATER UTILITY DISTRIBUTION PIPING

33 30 00 04/08 SANITARY SEWERS

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

PROJECT TABLE OF CONTENTS Page 4

33 72 02 UNDERGROUND COMMUNICATION SYSTEM

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK -- REVISED BY AMENDMENT NO. 0003

08/19

PART 1 GENERAL

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK -- REVISED BY AMENDMENT NO. 0003

08/19

PART 1 GENERAL

1. PROJECT DESCRIPTION

The purpose of this contract is to provide the necessary construction services as described throughout the contract documents. The project site is located at undisclosed location approximately 100km east of Amman, Jordan. The location shall be identified at UD 2.4 throughout the contract documents. The scope of work is described below.

This project is to construct a 12 story Air Traffic Control Tower (ATCT) plus CAB and balcony floors with a reinforced concrete pile foundation, steel superstructure, precast concrete façade, and standing seam metal roof.

This project includes an elevator, a catwalk surrounding the tower cab as well as fire detection and suppression systems, HVAC, emergency power, elevator, utilities, site improvements, and other required support to provide a complete and useable facility. The facility also has space to support a RADAR approach control system.

The existing control tower will not be demolished and will remain in operation during the construction of the new tower and into the foreseeable future.

All Facilities are designed as permanent construction in accordance with the DoD Unified Facilities Criteria (UFC) 1-200-01. Sustainable principles, to include Life Cycle cost-effective practices, will be integrated into the construction of the project in accordance with UFC 1-200-02. This project will comply with DoD Antiterrorism/force protection requirements per UFC 4-010-01.

Supporting facilities and infrastructure such as electric, water and sewage distribution systems are existing on the site. The contractor will be required to tie into these existing systems per the contract drawings and specifications. Supporting facilities and infrastructure also include mechanical systems, communication information systems, fire distribution and fire suppression systems, roads, storm drainage and parking as indicated on the contract drawings.

The project will be delivered using a design-bid-build approach. Design documents including plans and specifications are provided herein.

Base Life Support Area is not available, the Contractor is responsible for the sustainment of their workforce, and the Contractor shall plan for daily commutes to access worksites. The Contractor will be allowed to use dining facilities at their own expense. All work shall be accomplished in place in accordance with the contract specifications, drawings, and as directed by the Contracting Officer.

All work under this contract includes all labor, materials, equipment, tools, transportation, and necessary supplies to construct the features of work described in this document. The requirements of this contract include

SECTION 01 11 00 Page 2 that the Contractor must manage the work in a professional manner, perform personnel and support functions to maintain a sufficient work force, and provide the submittals required. Materials and supplies shall be new and standard products regularly used for commercial/institutional construction of similar size, style, and complexity in Jordan. Equipment to be provided by the Contractor shall be of commercial/institutional quality.

Construction shall comply with the specifications and requirements contained in the contract documents. The design and technical criteria contained and cited in the contract documents establish minimum standards for construction quality.

The Contractor shall remove/relocate existing structures, pavement, utilities, cables, debris, etc. that may occupy the site, as required for construction while maintaining service to existing facilities not affected by this project.

1.1 OPTIONS

The specified work herein included two (2) optional items.

Option 1 - Construct Asphalt Paving for Parking Lot: The Contractor shall provide paving at the ATCT Parking Lot site in accordance with the plans and specifications. The base contract will include grading, base course and surface course aggregate.

Option 2 - Construct Security Fencing: The Contractor shall provide Security Fencing at the ATCT site per the plans and specifications.

1.2 POTENTIAL ON-GOING CONSTRUCTION

In addition to work being executed in accordance with the contract documents described in this package, all work must be approved by the Contracting Officer and coordinated through the USACE Resident Office in Jordan. It will be imperative that the Contractor take into consideration the potential to have other on-going construction work and coordinate efforts under this contract in conjunction with other work to avoid schedule impacts and other conflicts. See Exhibit A for a depiction of potential on-going construction.

1.3 EXHIBIT

EXHIBIT 1 - SHEET DEPICTING POTENTIAL ON-GOING CONSTRUCTION

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section --

SECTION 01 11 00 Page 3

EXISTING JAF ATCT

EXISTING AIRFIELD

LIGHTING VAULT "B"

EXISTING AIRFIELD

LIGHTING VAULT "A"

EXISTING AIRFIELD

LIGHTING VAULT "D"

EXISTING AIRFIELD

LIGHTING VAULT "C"

RED - APPROX.

LOCATION OF

NEW ATCT

13 Jan 2022

1. FOR ATCT BIDDING PURPOSE

INFORMATION ONLY.

2. ALL LOCATIONS ARE APPROX.

3. UD 2.4, PKG-2 (THIS DRAWING)

UNDER CONSTRUCTION AND NOT IN

ATCT CONTRACT.

GREEN - NEW

COMMUNICATIONS

DUCTBANK TO BE INSTALLED

UNDER ATCT CONTRACT

BLUE - EXISTING

COMMUNICATIONS DUCTBANK

WITH SPARE CONDUIT,

INSTALLED UNDER PACKAGE 2

APPROX. ROUTING OF

EXISTING AIRFIELD

LIGHTING CONTROL

CABLES, FIBEROPTICS

AND/OR COPPER.

SEWAGE

LAGOONS

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS -- REVISED BY AMENDMENT NO. 0003

10/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 DESIGNER OF RECORD QUALIFICATIONS

1.3 SECURITY AND OPERATIONAL SAFETY

1.3.1 Security

1.3.2 Operational Safety

1.3.2.1 NOT USED.

1.3.2.2 Operational Safety Plan

1.4 DIGGING PERMITS

1.4.1 Requirements for Digging Permits

1.4.2 Requests for Digging Permits

1.4.3 Preparation of Requests for Digging Permits

1.4.4 Existing Underground Utilities

1.4.5 Use of Underground Utility Detecting Device

1.4.6 Hand Excavation

1.5 HAUL ROUTES - SPECIAL REQUIREMENTS

1.6 PHYSICAL CONDITIONS

1.7 RESPONSIBILITY FOR PHYSICAL SECURITY

1.8 CERTIFICATES OF COMPLIANCE

1.9 ACCIDENT PREVENTION

1.9.1 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas

Construction

1.9.2 Temporary Power - Electrical Distribution Boxes

1.9.3 Reinforcement Caps

1.10 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

1.11 CONTRACTOR'S MOBILIZATION AREA

1.12 NOT USED

1.13 STANDARDIZATION

1.14 ON-BASE PHOTOGRAPHY PROHIBITION

1.15 PUBLIC RELEASE OF INFORMATION

1.15.1 Prohibition

1.15.2 Subcontract and Purchase Orders

1.16 RESIDUAL CONSTRUCTION MATERIAL

1.17 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

1.17.1 Contractor's Responsibilities

1.18 RADIO TRANSMITTER RESTRICTIONS

1.19 BASE HOT WORK PERMITS

1.19.1 Requirement for Hot Work Permits

1.19.2 Requests for Hot Work Permits

1.19.3 Preparatory Inspections and Inspection of Equipment

1.20 CONTRACTOR TRANSPORTATION AND CUSTOMS CLEARANCE

1.20.1 Shipments of Materials

1.20.2 Contractor's Responsibilities

1.20.3 Physical Handling of Materials

1.20.4 Certification

SECTION 01 15 00.12 10 Page 1

1.21 FOREIGN OBJECTS DAMAGE CONTROL

1.22 NOTICES

1.22.1 1.21.1 Notice Of Construction

1.22.2 Issuance of NOTAMS

1.23 UNSCHEDULED WORK STOPPAGES

1.24 EXHIBIT

-- End of Section Table of Contents --

SECTION 01 15 00.12 10 Page 2

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS -- REVISED BY AMENDMENT NO. 0003

10/15

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

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

Site Security Plan; G M/R

Requests for Digging Permits; G M/R

Proposed Means of Providing Project Security; G M/R

Requests for Hot Work Permits; G M/R

SD-07 Certificates

Certificates Of Compliance

1.2 DESIGNER OF RECORD QUALIFICATIONS

The following shall serve as minimum requirements for Registered Designers, including engineers and architects acting as Designer(s) of Record (DOR). The Designer(s) of Record shall have responsibility for the preparation and issuing of documents and services pertaining to that specific discipline. All design work shall be performed or supervised by the appropriate Designer of Record.

Each Registered Designer and/or Design Firm performing design work shall have at minimum one person with a bachelor's degree or equivalent college degree in the applicable discipline, and each shall hold a current professional registration in any of the 50 States of the United States of America, or equivalent recognized international body. Acceptance of equivalency of a university's degree for professional registration and each professional registration shall be at the sole discretion of the Contracting Officer. Proof of degrees and licensing shall be provided.

At a minimum each design discipline shall have at least one person with a minimum of five (5) years of experience in the applicable field designing projects of similar scope, complexity and magnitude, or as otherwise specified in the Contract Documents.

SECTION 01 15 00.12 10 Page 3

1.3 SECURITY AND OPERATIONAL SAFETY

The Contractor shall prepare a security/safety program that includes the preparation and monitoring of site security and operational safety.

1.3.1 Security

The Contractor shall prepare a site security plan during construction. The plan shall be submitted with the first design submittal. The plan shall include detailed procedures for controlling access to the project site through the use of gate guards, ID badge, entry access lists and/or other measures as required by the Air Base. The Contractor shall become acquainted with all the required security measures of the Air Base during the proposal phase.

1.3.2 Operational Safety

1.3.2.1 NOT USED.Design Phase Safety

The contractor shall follow all of the operational safety requirements and guidelines identified in Appendix B, Section 14 of UFC 3-260-01.

The Contractor shall submit access requirements of design personnel at the Pre-Design Conference. The safety requirements and procedures for design personnel access to the project site will be established at the Pre-Design Conference. It is the Contractor's responsibility to ensure that design personnel are familiar with and follow afety procedures.

1.3.2.2 Operational Safety Plan

The Contractor shall prepare an operational safety plan that addresses the requirements and safety considerations of Sections B14-5 and B14-6 in Appendix B of UFC 3-260-01. The plan shall address operational safety during each project phase and sub phase identified in the Phasing Plan.

The operational safety plan shall be submitted with the first design submittal.

1.4 DIGGING PERMITS

1.4.1 Requirements for Digging Permits

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

1.4.2 Requests for Digging Permits

Requests for Digging Permits shall be submitted through the Contracting Officer to the Base a minimum of seven (7) 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.

1.4.3 Preparation of Requests for Digging Permits

Prior to submitting a request for a Digging Permit, the Contractor shall

SECTION 01 15 00.12 10 Page 4 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.

1.4.4 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 Base .

1.4.5 Use of Underground Utility Detecting Device

Prior to any excavation, a metal and/or cable detecting device shall be used along the route of the excavation. All underground utilities discovered by this method will be flagged a minimum distance of one-half (1/2) meter on each side of the location.

1.4.6 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.

1.5 HAUL ROUTES - 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.

1.6 PHYSICAL CONDITIONS

The indications of physical conditions on the drawings and in the specifications are the result of site investigations. Exploration logs (FOR INFORMATION ONLY) are presented as an exhibit to this section.

1.7 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

SECTION 01 15 00.12 10 Page 5

Government, as well as for all work performed.

1.8 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.

1.9 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.

1.9.1 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas Construction

The Corps of Engineers Health and Safety Manual, EM 385-1-1, section 11.C.05.a. states: "The GFCI device shall be calibrated to trip within the threshold values of 5 ma +/- 1 ma as specified in Underwriters Laboratory (UL) Standard 943." A variance from USACE has been granted allowing 10 ma, in lieu of 5 ma, for overseas activities that use 220 Volts(V)/50 hertz(hz) electrical power.

1.9.2 Temporary Power - Electrical Distribution Boxes

EM 385-1-1 section 11.A.01.a. states "All electrical wiring and equipment shall be a type listed by a nationally recognized testing laboratory for the specific application for which it is to be used." This includes temporary electrical distribution boxes. Locally manufactured electrical boxes will not be allowed. Only manufactured electrical distribution boxes that meet the European CE requirements, with 10 ma CE type GFCIs installed shall be allowed.

Contractors shall:

a. Make no modifications that might void any CE or manufacturer certification.

b. Test the installed systems to demonstrate that they operate properly and provide the 10 ma earth leakage protection.

c. Ensure GFCIs will have an integral push-to-test function. The testing shall be performed on a regular basis.

SECTION 01 15 00.12 10 Page 6

d. Check that proper grounding is checked regularly and flexible cords, connectors, and sockets inspected before each use.

1.9.3 Reinforcement Caps

All rebar and other protruding reinforcing steel, onto and into which employees could fall, shall be guarded to eliminate the hazard of impalement. The guarding shall meet Code of Regulations, Title 8, Section

344.90 California Impalement Protection. Each protective cover shall be marked with the following information:

(1) Model Number or Trademark.

(2) California Approval Number as issued pursuant to Sections 1712 and 1505 of the above listed Code.

(3) Size(s) designation.

1.10 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

All equipment furnished under this contract, regardless of country of manufacture or purchase, must have in-country service availability. In the event that the Contractor proposed to provide equipment for which in-country service is not available, the Contractor must provide written justification for the Contracting Officer's approval. This justification shall be submitted for each product or material for which a waiver is sought concurrently with the submittal required by the Technical Provisions. Submission of group or "blanket" waivers is unacceptable.

1.11 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.

1.12 NOT USED

1.13 STANDARDIZATION

Where two or more items of the same type or class of equipment furnished in this project are required, the units shall be products of the same manufacturer and shall be interchangeable when of the same size, capacity, performance characteristics, and rating. The only exception to this requirement is where the items are interchangeable due to conformance with industry standards (valves, fittings, etc.), they need not be by the same manufacturer. This requirement applies to all manufactured items in the project which normally require repair or replacement during the life of the equipment.

1.14 ON-BASE PHOTOGRAPHY PROHIBITION

The Contractor shall not engage in any form of photography without prior

SECTION 01 15 00.12 10 Page 7 written approval from the Contracting Officer.

1.15 PUBLIC RELEASE OF INFORMATION

1.15.1 Prohibition

There shall be no public release of information or photographs concerning any aspect of the materials or services relating to this bid, contract, purchase order, or other documents resulting therefrom without the prior written approval of the Contracting Officer.

1.15.2 Subcontract and Purchase Orders

The Contractor agrees to insert the substance of this clause in all purchase orders and subcontract agreements issued under this contract.

1.16 RESIDUAL CONSTRUCTION MATERIAL

All Contractor purchased materials and equipment intended for incorporation into the completed facilities and which are later determined excess to the actual construction requirements, will become the property of the Government. The residual materials and equipment shall be tagged (giving the area where like type material and equipment were installed), and stored in an orderly manner in a designated area as directed and approved by the Contracting Officer.

1.17 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

The laws of Host Country may prohibit access to certain areas of the country which are under military control. The Contractor shall furnish the Contracting Officer the names of personnel, type, and amounts of equipment, dates and length of time required at the site, and the purpose of entering the host country. It is understood that areas to which rights of entry are provided by the Host Government are to be used only for work carried out under the contract and no destruction or damages shall be caused, except through normal usage, without concurrence of the Host Government.

1.17.1 Contractor's Responsibilities

The following items are the sole responsibility of the Contractor to investigate, estimate as to cost, and assume the risk, as normally encountered by Contractors on fixed-price contracts. The Contractor shall be responsible for determining the effect of the following on its own cost of performance of the contract and for including sufficient amount in the contract price:

a. Official language and type of accounts required to satisfy the officials of the Local Government.

b. Entry and exit visas, residence permits, and residence laws applicable to aliens. This includes any special requirements of the Host Government, including those required by local Labor Offices, which the Contractor may have to fulfill before an application for a regular block of visas will be accepted.

c. Passports, health and immunization certificates, and quarantine clearance.

d. Compliance with local labor and insurance laws, including payment

SECTION 01 15 00.12 10 Page 8 of employer's share of contribution, collecting balance from employee and paying into insurance funds.

e. Strikes, demonstrations and work stoppage.

f. Collection through withholding and payment to local Government, of any Host Country income tax on employees subject to tax.

g. Arranging to perform work in the Host Country, to import personnel, to employ non-indigenous labor, to receive payments and to remove such funds from the country.

h. Operating under local laws, practices, customs and controls, and with local unions, in connection with hiring and firing, mandatory wage scales, vacation pay, severance pay, overtime, holiday pay, 7th day of rest, legal notice or pay in lieu thereof for dismissal of employees, slowdown and curtailed schedules during religious holidays and ratio of local labor employed in comparison to others.

i. Possibility of claims in local bureaus, litigation in local courts, or attachment of local bank accounts.

j. Compliance with workmen's compensation laws and contributions into funds. Provisions of necessary medical service for Contractor employees.

k. Special license required by the local Government for setting up and operating any manufacturing plant in the Host Country, e.g.

concrete batching, precast concrete, concrete blocks, etc.

l. Sales within the host country of Contractor-owned materials, and equipment.

m. Special licenses for physicians, mechanics, tradesmen, drivers, etc.

n. Identification and/or registration with local police of imported personnel.

o. Stamp tax on documents, payments and payrolls.

p. Base passes for permanent staff, day laborers, motor vehicles, etc.

q. Compliance with all customs and import rules, regulations and restrictions, including, but not limited to, local purchase requirements.

1.18 RADIO TRANSMITTER RESTRICTIONS

To preclude accidental actuation of sensitive electronic equipment, the Contractor shall not use radio transmitting equipment without prior approval of the Contracting Officer.

1.19 BASE HOT WORK PERMITS

1.19.1 Requirement for Hot Work Permits

Prior to the start of a work activity including hot work (welding, burning, etc.) or the operating of other flame producing devices, the

SECTION 01 15 00.12 10 Page 9

Contractor shall obtain a Hot Work Permit.

1.19.2 Requests for Hot Work Permits

Requests for Hot Work Permits shall be submitted through the Contracting Officer to the Base Fire Department a minimum of 7 days prior to the start of the work activity covered by the permit. The request for a Hot Work Permit shall include a narrative description of the work to be accomplished, a list of equipment to be used, and a description of special safety precautions that the Contractor will put in place during the work to assure compliance with EM 385-1-1 and Base Fire Regulations.

1.19.3 Preparatory Inspections and Inspection of Equipment

During the Preparatory Inspection for any work activity including hot work, the Hot Work Permit shall be reviewed. During the Preparatory inspection, all hot equipment and safety equipment shall be checked to assure that it is in proper working order. Safety equipment required by the Hot Work Permit shall be checked at the beginning of each shift to assure that it is in proper working order.

1.20 CONTRACTOR TRANSPORTATION AND CUSTOMS CLEARANCE

All materials and equipment which are not to be incorporated into the project, such as office trailers, cranes, metal forms, etc., may be shipped free of duty, if the following actions are taken:

1.20.1 Shipments of Materials

All shipments of materials into the country for use in performance of work under this contract and supplies or services necessary for support of the Contractor's personnel shall be addressed to the shipping address furnished to the Contractor by the Contracting Officer. Address will be furnished upon request by the Contractor.

1.20.2 Contractor's Responsibilities

The Contractor shall be responsible for all customs clearance actions. All necessary arrangements, clearance procedures, and coordination with the Host Government customs, will be the sole responsibility of the Contractor. The Contractor shall submit to the Contracting Officer, with a cover letter, information copies of the shipping documents for the shipment(s) involved. As a minimum, the following shall be included as enclosures, with the cover letter to the Contracting Officer in three (3) copies:

a. Invoice. (Include a copy in Arabic)

b. Bill of Lading.

c. Certificate of Origin.

d. Statement on the cover letter as to Port of Customs Clearance, estimated arrival date, general description of the shipment, quantity and the name of the carrier.

e. Serial number or model number of shipment items.

SECTION 01 15 00.12 10 Page 10

1.20.3 Physical Handling of Materials

The Contractor shall be responsible for performance of all loading, unloading, transportation or other physical handling of materials as may be required, including all movement from carrier unloading site to delivery at the job site and all movement required at the customs area.

1.20.4 Certification

The U.S. Embassy, upon receipt of request of shipping documents, shall issue a letter to the Director of Customs certifying that the materials are being brought into the country under the applicable agreement and should be allowed into country duty-free.

1.21 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.

1.22 NOTICES

1.22.1 1.21.1 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.

1.22.2 Issuance of NOTAMS

Only Airfield Operations can close, open, or restrict the use of any part of an airfield facility. Any conditions that would prevent, restrict, or present a hazard to arriving or departing aircraft requires public notification. Public notification is accomplished by the Notice to Airmen (NOTAM) system. NOTAMS are submitted to the managing aviation authority by the KAF. It is the responsibility of the Contractor to coordinate with the Contracting Officer for the issuance of NOTAMS during construction. The Contractor shall provide the necessary information at least 72 hours before occurrence of the event that requires the NOTAM.

1.23 UNSCHEDULED WORK STOPPAGES

The Contractor shall anticipate unscheduled removal from the work site an average of ten {10} hours per month per installation. If the total quantity of delays varies above or below the stated quantity, an equitable adjustment under Contract Clause 52.243-4 CHANGES shall be made upon written demand of either party. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date if, in the judgment of the

SECTION 01 15 00.12 10 Page 11

Contracting Officer, a delay is justified.

1.24 EXHIBIT

Exhibit A - Exploration Data

-- End of Section --

SECTION 01 15 00.12 10 Page 12

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Air Traffic Control Tower, UD 2.4, Jordan

01 14 00 SD-01 Preconstruction Submittals

1.4.10 G M/RPersonnel and Vehicular Access

Plan

1.4.1.1 G M/RList of Contact Personnel

01 15 00.12 10 SD-01 Preconstruction Submittals

1.2 G M/RProof of Degrees and Licensing

1.3.1 G M/RSite Security Plan

1.4.2 G M/RRequests for Digging Permits

1.7 G M/RProposed Means of Providing

Project Security

1.19.2 G M/RRequests for Hot Work Permits

SD-07 Certificates

1.8Certificates Of Compliance

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G M/RQualifications

G M/RBaseline Network Analysis

Schedule (NAS)

SD-07 Certificates

G MMonthly Network Analysis

Schedule Update

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G M/RAs-Built Schedule

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1.9 G M/RSubmittal Register

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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01 33 29 1.5.3.1 G M/RPreliminary High Performance and Sustainable Building Checklist

1.4.1 G M/RSustainability Action Plan

1.5.3.1 G M/RPreliminary Sustainability

eNotebook

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1.5.3.1 G M/RFinal High Performance and

Sustainable Building Checklist

1.5.3.1 G M/RFinal Sustainability eNotebook

1.5.3.1 G M/RAmended Final Sustainability

eNotebook

1.5.3.1 G M/RAmended Final High

Performance and Sustainable

Building Checklist

01 35 26 SD-01 Preconstruction Submittals

1.7 G MAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.3 G MAccident Reports

1.12.2 G MEpidemic/Pandemic Reporting

1.12.4LHE Inspection Reports

SD-07 Certificates

1.6.1.4Crane Operators/Riggers

1.7.2.2 G MStandard Lift Plan

1.7.2.3 G MCritical Lift Plan

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01 35 26 1.8Activity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.12.5Certificate of Compliance

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3.2 G M/RContractor Quality Control (CQC)

Plan

SD-06 Test Reports

3.9Verification Statement

01 45 35 SD-01 Preconstruction Submittals

3.1.1 G RSIOR Letter of Acceptance

3.1.1 G M/RProject Manual

3.1.1 G M/RProject Manual

3.1.1Written NDT Practices

3.1.3Written NDT Practices

SD-06 Test Reports

3.1.1Daily Reports

3.1.3Daily Reports

3.1.1Biweekly Reports

SD-07 Certificates

2.1AISC Certified Steel Fabricator

2.1Certified Plant

2.1Certificate of Compliance

1.5.12 G RSpecial Inspector of Record

1.5 G RSpecial Inspector

3.1.1Qualification Records

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01 45 35 3.1.3Qualification Records

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3.1.1 G M/RInterim Report

3.1.1 G M/RComprehensive Final Report

01 50 00 SD-01 Preconstruction Submittals

1.3Construction Site Plan

G; M/R

Traffic Control Plan

01 57 19.12 10 SD-06 Test Reports

Laboratory Analysis Inspection

Reports

1.7.1 G M/RSolid Waste Management Report

SD-07 Certificates

G M/REmployee Training Records

1.4.1 G REmployee Training Records

1.4.1 G RECATTS Certificate Of

Completion

1.5.5Certificate of Competency

1.5.5Erosion and Sediment Control

Inspector Qualifications

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3.2.1.2 G M/RStormwater Pollution Prevention

Plan Compliance Notebook

3.7.1 G M/RWaste Determination

Documentation;

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01 57 19.12 10 3.7.3.6 G RDisposal Documentation for

Hazardous and Regulated Waste

1.5.5 G RAssembled Employee Training

Records

1.7.1 G RSolid Waste Management Report

3.8.1 G RContractor Hazardous Material

Inventory Log

3.7.3.1 G RHazardous Waste/Debris

Management

1.5.2 G RRegulatory Notifications

3.7.2.1 G RSales Documentation

3.7.2.1Contractor Certification

3.2.1.3As-Built Topographic Survey

01 58 00 SD-02 Shop Drawings

1.3.1 G MSign Legend Orders

01 78 00 SD-03 Product Data

1.7.1Warranty Management Plan

1.7.4Warranty Tags

1.5Spare Parts Data

SD-08 Manufacturer’s Instructions

1.7.1Instructions

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3.7 G ROperation and Maintenance

Manuals

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01 78 00 3.1As-Built Drawings

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3.3Record Drawings

3.6 G M/RAs-Built Record of Equipment

and Materials

3.4 G M/RFinal Approved Shop Drawings

3.5 G M/RConstruction Contract

Specifications

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Data

1.4 G M/RO&M Database

3.1.1 G M/RTraining Plan

3.1.3 G M/RTraining Outline

3.1.2 G M/RTraining Content

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3.1.4 G M/RTraining Video Recording

3.1.6 G M/RValidation of Training Completion

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1.7 G M/RCommissioning Firm

1.7.1 G M/RLead Commissioning Specialist

1.7.2 G M/RTechnical Commissioning

Specialists

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01 91 00.15 3.1.2 G MDesign Phase Commissioning

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SD-06 Test Reports

3.2.3 G MDesign Review Report

3.2.2.1 G MInterim Construction Phase

Commissioning Plan

3.2.2.2 G MFinal Construction Phase

Commissioning Plan

3.2.2.1.3 G MTemplate Building Envelope

Inspection Checklists

G MBuilding Envelope Inspection

Checklists

3.2.4.2 G MPre-Functional Checklists

1.8Issues Log

3.3 G MCommissioning Report

3.4.1 G MPost-Construction Trend Log

Report

SD-07 Certificates

1.9 G MCertificate of Readiness

SD-10 Operation and Maintenance

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3.2.5 G RTraining Attendance Rosters

3.2.6 G MSystems Manual

3.2.7 G RMaintenance and Service Life

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01 91 00.15 SD-11 Closeout Submittals

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1.7 G M/RCommissioning Firm

1.7.1 G M/RLead Commissioning Specialist

1.7.2 G M/RTechnical Commissioning

Specialists

G M/RCommissioning Firm's Contract

SD-06 Test Reports

3.2.3 G MDesign Review Report

3.2.2.1 G MInterim Construction Phase

Commissioning Plan

3.2.2.2 G MFinal Construction Phase

Commissioning Plan

3.2.2.1.3 G MTemplate Building Envelope

Inspection Checklists

G MBuilding Envelope Inspection

Checklists

3.2.4.2 G MPre-Functional Checklists

1.8Issues Log

3.3 G MCommissioning Report

3.4.1 G MPost-Construction Trend Log

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01 91 00.15 10 SD-07 Certificates

1.9 G MCertificate of Readiness

SD-10 Operation and Maintenance

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3.2.5 G RTraining Plan

3.2.5 G RTraining Attendance Rosters

3.2.6 G MSystems Manual

3.2.7 G RMaintenance and Service Life

Plans

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3.2.2.1Construction Phase

Commissioning Plan

M/R

3.3 G M/RFinal Commissioning Report

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1.2.1 G MDemolition Plan

03 30 00 SD-01 Preconstruction Submittals

1.6.3.1Concrete Curing Plan

1.6.6 G M/RQuality Control Plan

1.6.7 G M/RQuality Control Personnel

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1.6.9 G M/RLaboratory Accreditation

3.3.10Maturity Method Data

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1.6.2.1 G MReinforcing Steel

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03 30 00 2.4.5Joint Sealants

2.4.4Joint Filler

2.1Formwork Materials

2.3.3.2Recycled Aggregate Materials

2.3.1Cementitious Materials

2.4.6Vapor Retarder

2.4.1Concrete Curing Materials

2.6Reinforcement

2.4.3.1Liquid…