Volume_2_of_3_Specs_Div_01-12_8_Feb_18.pdf

Request for Proposal

W912ER18R0004

Specifications for

UD 2.4 – Package 1 LSA, Jordan

Volume 2 of 3 Divisions 01 - 12

US Army Corps of Engineers Middle East District

UD 2.4 - Package 1 LSA, Jordan 463243LSA

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 31 19.05 20 POST AWARD MEETINGS

01 32 18.12 10 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS) FOR

DESIGN-BUILD

01 33 00 SUBMITTAL PROCEDURES

01 33 00.12 10 SUBMITTAL PROCEDURES FOR DESIGN-BUILD PROJECT

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 75 01.00 40 PLANT EQUIPMENT TESTING, FACILITY STARTUP AND

COMMISSIONING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 80 00.12 10 TECHNICAL REQUIREMENTS

01 91 00.15 TOTAL BUILDING COMMISSIONING

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

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 55 00 PROTECTED MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

PROJECT TABLE OF CONTENTS Page 1

08 14 00 WOOD DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 CEMENT STUCCO

09 29 00 GYPSUM BOARD

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 51 00 FURNITURE, FURNISHINGS AND EQUIPMENT (FFE)

DIVISION 13 - SPECIAL CONSTRUCTION

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 30 00 FIRE PUMPS

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 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 23 00 REFRIGERANT PIPING

23 82 43.00 40 ELECTRIC DUCT HEATERS

23 82 46.00 40 ELECTRIC UNIT HEATERS

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 11 16 SECONDARY UNIT SUBSTATIONS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

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

26 41 00 LIGHTNING PROTECTION SYSTEM

DIVISION 27 - COMMUNICATIONS

PROJECT TABLE OF CONTENTS Page 2

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 31 76.11 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM FOR

INFORMATION TRANSFER NODE (ITN) BUILDING

28 31 76.12 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM FOR FIRE

PUMP BUILDING

28 31 76.13 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM FOR PUMP

BUILDING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 00 05 LAGOON CONSTRUCTION

31 32 12 SOIL STABILIZATION SYSTEM

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 20 SUBBASE COURSE

32 11 23 AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 15 00 AGGREGATE SURFACE COURSE

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 16 15 WATER STORAGE STEEL TANKS

33 20 00 WATER WELLS

33 30 00 SANITARY SEWERS

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 STORM DRAINAGE UTILITIES

33 47 13 POND AND RESERVOIR LINERS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 72 02 UNDERGROUND COMMUNICATION SYSTEM

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 71 13.19 ACTIVE VEHICLE BARRIERS

DIVISION 44 - POLLUTION AND WASTE CONTROL EQUIPMENT

44 42 14 LAGOON AERATION EQUIPMENT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

10/2017

PART 1 GENERAL

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

10/2017

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

The work described under this construction contract is to provide the necessary utilities and infrastructure improvements to the US Forces Life Support Area (LSA) at an undisclosed location within Jordan.

The summary of work for this project includes two types of work. One component is to construct utilities and infrastructure that have been fully designed. The other component consists of the site improvements and infrastructure necessary to site adapt those fully-designed facilities. The technical requirements for the portion of work to be designed and constructed by the contractor along with further description of Site Adapt work can be found in Section 01 80 00.12 10 TECHNICAL REQUIREMENTS. Design documents including plans and specifications are provided herein. The contractor will be responsible to perform the necessary designs to adapt them to the specific sites.

The Contractor shall perform the work described under this contract while maintaining restricted access to the site via the identified routes of entry. Due to space constraints and an ever increasing base population, a plan of sequencing (phases) for mobilization, demolition (if required), and construction will be necessary to accommodate the current and future base operations.

Site Adapt Infrastructure improvements include site grading, site development, site drainage design, fencing, roadway and parking pavement, water, sewer, electrical generation and distribution, and telecommunication infrastructure. All infrastructure improvements shall be designed, procured and constructed (installed by the Contractor. The work shall include the preparation of a complete and coordinated set of construction design drawings with supporting documents and calculations, and the construction required to provide fully functional water and sewer systems, electrical systems, communication system, and site improvements as required by the contract documents. Construction activities must not begin until the Government notifies the Contractor that the submitted design is acceptable for release for construction. 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 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.

SECTION 01 11 00 Page 2

1.2 OPTIONAL BID ITEM

The Contractor must provide approved personnel to escort their staff while on base in accordance with Section 01 14 00 WORK RESTRICTIONS.

This optional bid item is a Not-To-Exceed (NTE) cost per the Proposal Schedule.

1.3 LOCATION & ENVIRONMENT

The projects described in this contract will be sited inside the perimeter of the undisclosed location on individually dedicated sites. The civil drawings for the facility shall include refined conceptual layouts with approximate coordinates for the proposed locations that the Contractor shall coordinate and confirm with the Contracting Officer prior to construction.

1.4 MAINTAIN CURRENT OPERATIONS

Other construction projects may be ongoing concurrently and the contractor shall be required to coordinate construction activities with the Contracting Officer.

PART 2 EXECUTION OF WORK

All work to include construction phasing shall be coordinated with USACE, Base Operations, and other Command elements as required. The Contractor is required to take into consideration the potential to have other on-going construction work and to coordinate efforts under this contract in conjunction with other work to avoid schedule impacts and other conflicts.

The Contractor shall be responsible for coordinating and completing all work described under this contract within the required performance period. The Government will not be responsible for any lack of coordination and communication by the Contractor which results in schedule delays.

Continuous flow of all pedestrian and vehicle traffic shall be maintained at all times along roadways. Access to the construction site shall be restricted to only construction essential traffic at all times. The site location designated points of entry will mitigate any non-screened or cleared personnel and vehicular traffic accessing the complex. In addition to the requirements of Section 01 32 18.12 10 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS) FOR DESIGN-BUILD, the Contractor shall provide mapping exhibits of construction and traffic control plans for discussion and coordination considerations.

2.1 TOPOGRAPHICAL AND GEOTECHNICAL SURVEYS

2.1.1 Topographic Survey

The Contractor shall perform a site topographic survey as described in Section 01 80 00.12 10 TECHNICAL REQUIREMENTS of this contract. The survey products described in the technical requirements shall be produced as the first item of work and delivered to the COR before design is substantially begun.

2.1.2 Geotechnical

The Contractor shall verify through the soil investigations described in this contract that the existing site conditions are consistent with the

SECTION 01 11 00 Page 3 geotechnical design features. If conditions materially differ, contact the Contracting Officer for further guidance. If the existing conditions are insufficient, the contractor is responsible for redesigning the foundations accordingly.

2.2 SITE CLEANUP, DEMOLITION, AND GRADING

The Contractor shall perform demolition at the site as required prior to commencement of new work. The Contractor shall remove and dispose of debris, concrete pavements, foundations, excavated soils, and other construction waste materials to a location determined by the Contracting Officer. The Contractor shall be responsible for the final site grading and drainage required for all work identified in this contract in accordance with Section 01 80 00.12 10 TECHNICAL REQUIREMENTS.

2.3 CONTRACTOR MOBILIZATION AREA

The Contracting Officer will designate a mobilization area or lay-down yard. The Contractor will have an opportunity to visit the site during the solicitation period and will be provided with the location for their mobilization area. Mobilization is covered in more detail in the SECTION 01 15 00.12 10 SUPPPLEMENTARY REQUIREMENTS of these specifications.

2.4 INSTALLATION ACCESS AND SECURITY

The Contractor shall comply with all compound security requirements.

Section 01 14 00 WORK RESTRICTIONS contains detailed information on base access, security and installation badge procedures.

2.5 HAUL ROUTES AND OTHER ROADS

The Contractor shall submit selected haul routes to the Contracting Officer for approval.

PART 3 PERIOD OF PERFORMANCE AND SCHEDULING

The project shall be completed within the time stipulated in Section 00 72 00, Contract Clause 52.211-10, COMMENCEMENT, and PROSECUTION AND COMPLETION OF WORK including any OPTION items awarded.

If items on the critical path schedule are delayed, contractor must provide a recovery schedule to the COR for approval and be able to increase manpower to complete the mission.

All work identified in this Scope of Work shall be completed within the contractual number of calendar days from Notice to Proceed. Unless stated otherwise, the Contractor shall coordinate construction activities with the Contracting officer to mitigate impacts to operations at the project site and surrounding areas. If the Contractor forecasts significant impacts, he shall devise a plan to mitigate those impacts to the greatest extent possible.

-- End of Section --

SECTION 01 11 00 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

10/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SPECIAL SCHEDULING REQUIREMENTS

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

1.4.1.1 Subcontractors and Personnel Contacts

1.4.1.2 No Smoking Policy

1.4.2 Working Hours

1.4.3 Work Outside Regular Hours

1.4.4 Utility Cutovers and Interruptions

1.4.5 Dust Control

1.4.6 MILITARY BASE SECURITY REQUIREMENTS

1.4.7 Force Protection (FP) Escorts (Optional Bid Item)

1.4.8 Access to Coalition Operational Areas

1.4.9 Security Plan

1.4.10 Identification of Employee's Personnel and Vehicular Access to the Project Site

1.4.10.1 Employee Identification

1.4.10.2 Preparation of Identification Badges

1.4.10.3 Employee Background and Historical Information

1.4.10.4 Identification of Contractor Vehicles

1.4.11 Contractor Access and Use of Premises

1.4.11.1 Gate/ECP Access Requirements

1.5 ATTACHMENTS

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

10/17

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 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

Personnel and Vehicular Access Plan; G M/R

List of Contact Personnel; G M/R

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. Temporary utilities shall be working including, but not limited to, electric service, plumbing systems, HVAC, fire alarm, sprinkler and telecommunication, and shall be in continuous service to occupied floors for the Government personnel to carry out their work.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The buildings will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the occupied areas.

d. Permission to interrupt any Activity including, but not limited to, roads, egress corridors and stairways, occupied (on-going) building operations, and/or utility service must be requested in writing a minimum of 15 calendar days and again two work days prior to the desired date of interruption.

SECTION 01 14 00 Page 2

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 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.

1.4.2 Working Hours

Working hours for the construction are 7:30 am to 6:00 pm, six (6) days per week (Monday - Saturday), excluding local and U.S. Government holidays.

1.4.3 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 and in accordance to Safety and Health Requirements Manual EM 385-1-1 . Make utility cutovers after normal working hours or on Fridays.

1.4.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Fridays, Saturdays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and sprinkler service are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Such interruptions are further limited to 8 hours. This time limit

SECTION 01 14 00 Page 3 includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4.5 Dust Control

The contractor must follow EM 385-1-1 for dust control during any excavation, trenching, or paving.

1.4.6 MILITARY BASE SECURITY REQUIREMENTS

The Base Security Office maintains the ultimate authority for establishing, monitoring, and enforcing security requirements for the Base. All Contractor, sub-Contractor, or vendor personnel and vehicles working at any location on the Base are subject to a thorough search upon entering, departing, or at any time deemed necessary by Base Security Personnel. The Contractor shall be responsible for compliance with all Base security requirements.The Government reserves the right to deny access or to require the Contractor to remove any personnel or equipment deemed to be a threat to the security of the Base or Base personnel. The Contractor shall work through the Contracting Officer to assure that Base Security Regulations are followed. Failure to explicitly follow security requirements may result in delayed base access.

1.4.7 Force Protection (FP) Escorts (Optional Bid Item)

Contractor shall be responsible to provide their own escort organization that will be responsible for contractor's personnel at work locations.

Contractor's escort personnel shall have secret security clearance and shall have force protection training and subject for Government approval.

Contractor staff must be escorted by approved personnel. In general, the maximum ratio of staff to escort is 10:1, unless within a well-defined and secured work/mobilization area where the applicable ratio is 20:1.

Contractors shall provide their own FP escorts; no uniformed military escorts will be provided. Contractor-provided FP escorts must meet access/badging requirements, as well as:

-Be US Citizens

-Hold a current US SECRET clearance

-Complete Force Protection Escort training which is a 1-day training event. Coordinate with the Contracting Officer's Representative for scheduling the FP Escort Training."

1.4.8 Access to Coalition Operational Areas

Contractor personnel are expressly prohibited from entering operational buildings or areas without the specific authorization of the Contracting Office. Necessary access to operational buildings or areas shall be coordinated through the Contracting Officer a minimum of seven (7) days

SECTION 01 14 00 Page 4 before access is required. These areas shall include no be limited to the following:

- Belgium/Dutch Compound

- German Compound

- USAF Industrial Area

1.4.9 Security Plan

The Contractor shall submit to the Contracting Officer, within twenty (20) calendar days after Notice to Proceed, his proposed personnel and vehicular access plan. This plan shall cover all elements for issuance of the access passes, safeguarding of unissued passes, construction security operations, lost passes, temporary vehicle passes, and collection of passes for employee's and vehicles on 1)- temporary absence; 2)-termination or release; and 3)- termination or completion of contract. The plan shall address in detail the contractors proposed procedures, and organization necessary to produce and maintain effective security within the contract limits twenty-four (24) hours a day seven (7) days a week.

1.4.10 Identification of Employee's Personnel and Vehicular Access to the Project Site

The Military Security maintains the ultimate authority for establishing, monitoring, and enforcing security requirements for the Military Security Office. All contractor, subcontractor, or vendor personnel and vehicles at any tier working at any location on the project site are subject to a thorough search upon entering, departing, or at any time deemed necessary by the Military Security Personnel. The Contractor shall be responsible for compliance with all the Military security requirements. The Government reserves the right to deny access or to require the contractor to remove any personnel or equipment deemed to be a threat to the security of the Military Security Office or the Military personnel. The Contractor shall work through the Contracting Officer to ensure that the Military Security Regulations are followed.

1.4.10.1 Employee Identification

The Contractor shall be responsible for furnishing identification badging to each employee and requiring each employee engaged on the work to display bilingual English/Arabic identification and sustained long term badging as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

1.4.10.2 Preparation of Identification Badges

The Contractor shall be required to prepare a written application inclusive color photographs and provide all materials and labor necessary to prepare a bilingual English/Arabic identification badge, laminated in plastic, containing the employee's name, badge number, color photo, height and weight, the name of the Contractor's organization and for requiring each employee engaged on the work to display this identification as directed by the Contracting Officer. The Contractor shall submit each application and draft badge through the Contracting Officer to the Military Security Office.

A minimum of thirty-five work days shall be allowed for Government review

SECTION 01 14 00 Page 5 and certification of badges. The Military Security Office will certify each draft badge by signature, stamp, seal or any combination thereof. Upon certification by the Military Security Office, the badges will be returned to the Contractor for final preparation, lamination, and issuance. Badges shall not be taken out of country during periods of travel or absence.

During such periods, the Contractor may be permitted to issue temporary identification badges.

1.4.10.3 Employee Background and Historical Information

The Contractor shall be required to prepare and maintain personal background and historical information forms on each employee. These forms may be reviewed by the Military Security Office. The required information shall include but not necessarily be limited to the following:

a. Full name.

b. Place and date of birth.

c. Three (3) current color photographs.

d. Copy of Citizenship/Nationality identification.

e. Copy of Passport.

f. Copy of drivers license.

g. Police Background Check.

h. Work History.

i. Personal background information.

j. Copy of Work permit and/or Visa.

k. Permanent home of record and in-country address.

l. Other information mandated by local law, the Military Security Regulations or that may be required to coordinate and process the necessary documentation with the government offices responsible for the approval.

m. Registration, insurance company, policy number and expiration date for each vehicle.

1.4.10.4 Identification of Contractor Vehicles

The Contractor shall be responsible for requiring each vehicle engaged in the work to display permanent vehicular identification as approved and directed by the Contracting Officer. If acceptable to the Military Security Office and approved by the Contracting Officer, the Contractor may institute a system of non-permanent temporary identification for one-time delivery and transit vehicles. Each Contractor vehicle, machine, piece of equipment, or towed trailers, shall show the Contractor's name such that it is clearly visible on both front doors of the vehicle and both sides of a towed trailer. A valid license plate shall be displayed at all times. Contractor vehicles operated on Government property shall be maintained in a good state of repair, shall be insured, and shall be registered in accordance with Jordanian Law.

SECTION 01 14 00 Page 6

1.4.11 Contractor Access and Use of Premises

1.4.11.1 Gate/ECP Access Requirements

New Contractor Access Gate: All personnel, equipment and deliveries will gain access through the gates using the new access point on the WEST side of the UD 2.4 project site. All vehicles are subject to searching at the Vehicle Search Area. There will be no access through the Main Gate.

1) Application Process:

a) Submitted Documents

i. (1) One DMS application (Attachment A) filled out by the requesting contractor (Typed in Arabic, with a passport type photo attached to top left)

ii. (1) One Vetting Request Worksheet (Attachment B)

iii. (2) Two Supporting Identification Documents for each individual minimum

iv. National ID (Required)

v. Passport copy (If available)

vi. Driver's License (Required if driving)

vii. Family Book (If available)

viii. Other Government issued ID (If no Passport, DL, or Family Book)

ix. Other Country Nationals are required to submit their work visa (Example: Egypt)

b) Contractor e-mails application(s) to COR e-mail address

c) Contractor delivers hard-copy of application(s) to DMS Agent located at gate

d) Pass & ID reviews application (~3-days) and forwards to DMS if approved

e) DMS reviews application (~7-days) and returns to Client Pass &

ID

f) If approved by Client Pass & ID and DMS, Client Pass & ID enters contractor/employee(s) into Client database

2) Badging Process

a) Temporary Badging

a. 0 - 30 days access to base.

b. Contractor shows state identification to Gate to approve entry/access onto installation

c. Contractor shows state identification to VSA desk

d. Client Pass & ID will collect state identification and issue a temporary contractors badge for entrance through the Client gate

e. Client Pass & ID will collect temporary contractors badge and return state identification for exit through Client gate

f. Contractor exits through RJAF gate

b) Sustained/Long-term Badging

SECTION 01 14 00 Page 7

a. Greater than 30 days access to base

b. Contractor will show state identification to RJAF gate

c. RJAF will collect state identification and issue a white photo id to contractor.

d. Contractor will show white RJAF photo identification to Client Pass & ID who will collect RJAF photo badge and issue a Yellow, Red or Green USAF issued contractor photo badge for entrance into USAF gate

i. Yellow Badge - General unescorted access within 50 feet of their work centers without escorts (Building, Construction Area, DFAC, etc.). Force Protection will escort contractors to and from work areas. No Cell phones unless approved by sponsoring agency. No cameras or camera phones

ii. Red Badge - 100% Force Protection escort at all times.

(custodians, service contracts)

iii. Green Badge - US National without CAC

e. Contractor will return temporary contractor badge and collect RJAF photo badge when exiting USAF gate

f. Contractor will turn in RJAF photo identification and collect state identification when exiting through RJAF installation gate

3) Vehicle Access

a) RJAF will inspect vehicle for proper paperwork and safety compliance at RJAF installation gate

b) Client will inspect vehicle at Vehicle Search Area for access through Client gate.

1.5 ATTACHMENTS

1.5 ATTACHMENTS

Attachment A - DMS Application Attachment B - Vetting Request Worksheet

SECTION 01 14 00 Page 8

الاردتيه المسلحه للقوات القامه القياده

)نموذج تفصيلات شخصيه ( للمدنين

:....................................... جنسيةال ..........................................................................: مقاطع) (أربعة الكامل الاسم

...............................................: الوطني الرقم ............................................................................. :الولادة وتاريخ مكان

.......................................... الأم ماس

................................ :(داءم , مؤقت ,ابناء الضفه الغربيه ,مؤقت ابناء غزه ) رقمه هنوعو السفر جواز رقم .

...………………………………هالأصلي هالبلد .........................................................................................ثقافهال

............................................. السابقة الإقامة......................................................................... عمل مكان آخر

............................................... الحاليه الإقامة ....................................................................... الهاتف ورقم عنوانال

.................................................. المهنة ه.........................................................................................ناديال

الخدمة العسكرية: (خدم أو لم يخدم)

عسكريةال وحدةال. ........................... :السابقة المهنة .............................: رتبةال ..................................: رقمال

: ..................................... إليها سافر التي الدول........................... واسبابه: الترمج ريختا

( متزوج , أعزب( : الإجتماعية لحالةا

.............................................. : جنسيةال................................................... : للزوجة الكامل الاسم

: ........................................... الوطني الرقم. ...............................................: الولادة وتاريخ مكان

.........................: الإقامة مكان................. : ............... الأم اسم................... : ................. المهنة ......................... الثقافه:

تفصيلات الأب

: ...............................الوطني الرقم.................. بلده الاصليه : ..................ال .................................: الكامل الاسم

:.................................... الولادة وتاريخ .................................................: جنسيةال

: .............................. الأم اسم .........................................المهنة.................... ثفافه :..........................ال

تفصيلات الام

.........الاسم الاكامل :........................................................................ الجنسيه :

: .................................... ولاده :........................... الثفافه :..................................... المهنهمكان وتاريخ ال

./................ توقيع صاحب الطلب :......................تاريخ تقديم الطلب : ............/

ةالعائلصوره عن دفتر) 2( +صوره شخصيه عددالهوية الشخصية + صوره عنجواز السفر يتم ارفاق صوره عنملاحظة: *

شخصية صورة

)2عدد(

SECTION 01 14 00

ATTACHMENT A

# NAME ARABIC NAME PASSPORT DOB NATION COMPANY/REASON FOR ACCESS ID CONTACT PHONE # US Clear Employment Status DMS clear POP Start POP End Vetting Date

الاسم ال�امل ب الإنجل����ة الاسم ال�امل ب العر��� رقم الجوار تار�ــــخ الم�لاد الاج�س�ه اسم ال��كه/ ن�ع العمل الرقم الوط��� رقم الهاتف Filled out by Pass & ID تار�ــــخ �دا�ه العمل تار�ــــخ انتهاء العمل

Instructions: In order to minimize processing delays, please fill out all sections marked with an astrisk.

332 AEW Vetting Request Worksheet OPR: 332 Expeditionary Security Forces Squadron/Pass & ID

SECTION 01 14 00 - ATTACHMENT B

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS

10/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 DESIGNER OF RECORD QUALIFICATIONS

1.3 FOREIGN OBJECTS DAMAGE CONTROL

1.4 SECURITY AND OPERATIONAL SAFETY

1.4.1 Security

1.4.2 Operational Safety

1.4.2.1 Design Phase Safety

1.4.2.2 Operational Safety Plan

1.5 DIGGING PERMITS

1.5.1 Requirements for Digging Permits

1.5.2 Requests for Digging Permits

1.5.3 Preparation of Requests for Digging Permits

1.5.4 Existing Underground Utilities

1.5.5 Use of Underground Utility Detecting Device

1.5.6 Hand Excavation

1.6 HAUL ROUTES - SPECIAL REQUIREMENTS

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

1.10 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

1.11 CONTRACTOR'S MOBILIZATION AREA

1.12 CONTRACTOR'S OFF BASE MOBILIZATION AREA

1.12.1 Facilities Within the Mobilization Site

1.12.2 Special Requirements

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

SECTION 01 15 00.12 10 Page 1

1.20.4 Certification

SECTION 01 15 00.12 10 Page 2

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS

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

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

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

SD-11 Closeout Submittals

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

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.

SECTION 01 15 00.12 10 Page 3

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.

1.3 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.

1.4 SECURITY AND OPERATIONAL SAFETY

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

1.4.1 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.

1.4.2 Operational Safety

1.4.2.1 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.

1.4.2.2 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.

SECTION 01 15 00.12 10 Page 4

1.5 DIGGING PERMITS

1.5.1 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.

1.5.2 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.

1.5.3 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.

1.5.4 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 .

1.5.5 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.

1.5.6 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.

1.6 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

SECTION 01 15 00.12 10 Page 5 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.

1.7 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 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

SECTION 01 15 00.12 10 Page 6 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.

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

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 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

SECTION 01 15 00.12 10 Page 7

CONSTRUCTION FACILITIES for additional requirements.

1.12.1 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.

1.12.2 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 paragraphs entitled

"COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS").

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…