AM_6_Specifications_19_Aug_16.pdf

Air Defense Improvements, Unspecified Worldwide 443309

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 10

OPERATIONS AND MAINTENANCE SERVICES (BID OPTION) Revised by Amendment 0006

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SCOPE OF WORK

1.2.1 General

1.2.2 Operation

1.2.3 Maintenance

1.2.4 Maintenance Office

1.2.5 Contractor Furnished Computerized Maintenance Management

System (CMMS)

1.2.6 Technical Library

1.2.7 Personnel

1.2.8 Reports and Records

1.2.9 Reliability Tests

1.2.10 Quality of Work

1.3 PAYMENTS

1.4 PERFORMANCE METRICS

1.5 CONTRACTOR'S DATA SUBMITTAL REQUIREMENTS

1.6 CONTRACTOR'S DATA SUBMITTAL SCHEDULE

1.7 GOVERNMENT REMEDIES

1.8 EQUIPMENT EVALUATION AND CONDITION

-- End of Section Table of Contents --

SECTION 01 11 10 Page 1 W912ER-16-R-0008 Amendment 0006

SECTION 01 11 10

OPERATIONS AND MAINTENANCE SERVICES

(BID OPTION)

Revised by Amendment 0006

PART 1 GENERAL

If the operations and maintenance (O&M) services bid option is exercised, the contractor will provide services including but not limited to equipment surveys, repair as required, preventive maintenance, and spares as specified. Services and spare parts shall be in accordance with the manufacturer's recommendations.

Unless otherwise stated elsewhere in this contract:

a. The work associated with this section is listed and priced as separate CLINs in the Proposal Schedule.

b. The minimum duration of work under this section shall be for a period of one (1) year and may be extended for additional years as indicated as separate CLINS in the proposal schedule.

c. The work specified in this section shall begin on the day following the date of final acceptance, of the work on this contract.

d. All contract provisions under this contract remain in force throughout the Operation and Maintenance periods. However, the work required under this section is not included in the work which must be finally accepted for reducing the amount of the Bank Letter of Guaranty, or Bond requirements.

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-11 Closeout Submittals

O&M Performance Period Reports and Records; G M/R Contractor Furnished Computerized Maintenance Management System (CMMS) Database; G M/R

1.2 SCOPE OF WORK

1.2.1 General

The contractor will provide equipment, surveys, repair as required, preventive maintenance, and spares per the manufacturers' recommendations for all three project sites. Services shall be in accordance with the manufacturer's recommendations. It is noted that the word "operations" included in the term "operations & maintenance" does not mean that the

SECTION 01 11 10 Page 2 contractor is required to operate the equipment for the user. This word is referring to the requirement for the contractor to keep the equipment properly maintained and operational. Operation and Maintenance Services Bid Items listed in the proposal schedule includes all routine maintenance repairs and installation of spare parts.

The equipment, systems, and/or facilities to be operated and maintained are as follows:

a. Mechanical Equipment: Inspect and maintain the Mechanical Equipment in accordance with the manufacturer's instructions. Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to inspecting for proper operations and maintenance, cleaning sand, dirt and debris, and inspecting and maintaining installed heating, ventilating, and air conditioning system in accordance with the manufacturer's instructions.

b. Interior/Exterior Plumbing Features: Inspect and maintain the Interior/Exterior Plumbing in accordance with the manufacturer's instructions. Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to inspecting for proper operations and maintenance, cleaning sand, dirt and debris.

c. Ventilation, Detection, and Alarm Systems: Inspect for proper operations and maintenance. Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to inspecting for proper operations and maintenance, cleaning sand, dirt and debris from the Ventilation, Detection, and Alarm Systems.

d. Interior/Exterior Electrical service, distribution, and controls:

Inspect for proper operations and maintenance. Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to inspecting for proper operations and maintenance, cleaning sand, dirt and debris from the Interior/Exterior Electrical service, distribution, and controls.

e. Security Fence: Inspect and maintain the entire length of the security fencing, both inner and outer fence lines, no less than once per week. Clean debris from all fencing, inside and out, including plastic bags and any debris that restricts vision through the fence, tighten or adjust misaligned or loose components, and realign/repair minor damage to concertina wire (requiring less than 1 meter of material or 1 hour of labor). Regular maintenance includes but is not limited to removal of accumulated material at the base of the fence.

Entire fencing system shall be cleaned at least once per calendar year. Sand removal around the fence will be done by others.

f. Gates: Inspect and maintain the installed gates, swinging and sliding, both vehicular and pedestrian in accordance with the manufacturer's instructions, no less than once per week. Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to cleaning debris from all gates, including plastic bags and any debris that restricts vision through the gates;

inspecting safety and electrical components, operation check, and cleaning out accumulations of sand or other material at the base of the gates and in track that prevent proper operation.

g. Closed circuit television (CCTV): Inspect and maintain the CCTV system in accordance with the manufacturer's instructions, no less

SECTION 01 11 10 Page 3 than once per week.

1. Cameras: Inspect for proper operations and maintenance.

Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to inspecting and testing of each camera to ensure proper operations, cleaning of body and lenses, and adjustment of mechanical components.

2. Communications: Inspect for proper operations and maintenance. Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to inspecting for proper operations and maintenance, cleaning sand, dirt and debris from the communications equipment.

h. Security Lighting: Inspect and maintain the installed security lighting, no less than once per week. Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to inspecting poles, foundations, electrical components, lights, and lenses, and replacing defective bulbs within 24 hours from detection or notification.

i. Guard and Communication Towers: Inspect and maintain the Guard and Communication Towers and all equipment installed within, in accordance with the manufacturer's instructions. Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to inspecting and maintaining structure, electrical, mechanical, and communication systems for proper operations, cleaning sand, dirt and debris from the interior space of guard towers and equipment, and cleaning windows.

j. Generators: Inspect and maintain all generators including one (1) Emergency Stand-By Generator for the Screen Room Building and two (2) 850 KVA generators for Site 06 and two (2) 850 KVA generators for Site 07, no less than once per week. Regular maintenance shall follow manufacturer's instruction and frequencies including but not limited to inspecting and maintaining motors, fuel lines, electrical components and connections, and controls. Not less than once per month (or as recommended by the manufacturer), generators shall be started to ensure proper operation. Fuel for the Generators will not be required for this O&M Contract and will be provided by the Kuwait Government. All petroleum products and old parts must be disposed of offsite by the Contractor in accordance with all Kuwait regulations.

1.2.2 Operation

a. Operation of equipment shall be in accordance with approved O&M manuals submitted by the Contractor in accordance Section 01 78 23

OPERATION AND MAINTENANCE DATA.

b. Operating schedules shall provide for regular maintenance periods in accordance with the manufacturer's recommendations including periodic start-up and shut-down operations.

1.2.3 Maintenance

a. Preventive Maintenance (PM): The Contractor shall perform preventive maintenance inspections and servicing as follows:

1. The contractor shall perform all inspection and services that

SECTION 01 11 10 Page 4 are required by the manufacturer and at the frequencies that correspond to the operation conditions and tempo as recommended by the manufacturer and at the recommended frequency.

2. Maintain a schedule for PM activities.

3. Maintain a file of completed checklists showing PM functions performed, date and any corrective action. Reports must be made available to the Base Commander regarding repair status, readiness of all facilities as required by Kuwait.

b. Repair and Overhaul:The contractor shall submit repair and overhaul requests for approval by the Contracting Officer; once approved the contractor shall perform the necessary work to restore a failed or failing system, or piece of equipment to full operating capability.

The Contractor will troubleshoot, repair or replace following items:

1. Mechanical Equipment: Repair or replace damaged or broken components and systems.

2. Interior/Exterior Plumbing Features: Repair or replace damaged or broken components and systems.

3. Ventilation, Detection, and Alarm Systems: Repair or replace damaged or broken components and systems.

4. Interior/Exterior Electrical service, distribution, and controls: Repair or replace damaged or broken components and systems.

5. Security Fence: Repair breaks, holes, or damaged sections of the fence including fabric, posts and foundations, outriggers, barbed wire, and concertina wire.

6. Gates: Repair breaks, holes, or damaged sections of the gates. Repair gate operator mechanical and electrical components.

Other repair or replacement to ensure proper operation.

7. Closed circuit television (CCTV): Repair or replace inoperable cameras, monitoring equipment, electrical or control wiring and components, and heating, ventilating and air conditioning systems. Provide software updates or computer support.

8. Security Lighting: Repair or replace damaged or broken lighting components.

9. Guard Towers: Repair or replace damaged or broken components and systems.

10. Generators: Repair, overhaul or replace damaged or broken components and systems.

c. Emergency Repairs: The Contractor shall be prepared to make emergency repairs twenty-four (24) hours a day, seven (7) days a week.

d. Warranty Service: The Contractor shall be responsible for obtaining warranty service (in accordance with the warranty of construction specified in the contract) from equipment manufacturers as applicable.

SECTION 01 11 10 Page 5

Work shall not be delayed or remain undone due to conflict of warranty responsibility.

e. Parts and Supplies: The Contractor shall be responsible for providing, procuring and storing all parts (including manufacturers' recommended spare parts) and supplies required to operate and maintain all equipment/systems under paragraph 1.2.1 of this section, for each O&M period. Those parts and supplies used from the supply of spare parts provided under this contract, must be replaced. All parts/supplies stored on site and unused at the time of completion of the contract, shall become the property of the Kuwait Government and shall remain stored on site. Upon completion of the O&M period, the Contractor shall deliver all spare parts and materials procured for the Operation and Maintenance period to the designated location provided by the Contracting Officer and an inventory shall be taken at that time, in coordination with the Contracting Officer's Representative.

The cost of the spare parts & supplies required for the O&M should be included in the CLINs for the O&M period.

f. Tools: All Contractor's tools not specified for incorporation into the contract shall remain the property of the Contractor upon completion of the contract. Specialized tools purchased to support this O&M contract shall be turned over to Kuwait at the end of the contract.

g. Housekeeping and Maintenance: The Contractor shall provide within his PM Schedule, housekeeping and maintenance of those rooms or facilities which contain the systems or equipment operated and maintained under this contract. Regular maintenance shall follow manufacturer's instructions and frequencies including but not limited to inspecting for proper operations and maintenance, cleaning dirt and debris and inspecting and maintaining installed heating, ventilating, and air conditioning system in accordance with the manufacturer's instructions.

1.2.4 Maintenance Office

The Contractor shall operate his maintenance organization from a small office space on or near the Security Compound provided. The maintenance office will be procured, operated and maintained by the Contractor. The Contractor will abide by all the security and base access requirements of the Security Compound.

1.2.5 Contractor Furnished Computerized Maintenance Management System

(CMMS)

The contractor shall provide, operate and maintain a computerized maintenance management system (CMMS). The CMMS will be part of the information, management and control system for performing preventive maintenance, checks, services, calibration, maintenance and repair functions to maintain equipment and systems in working order so that they are capable of meeting their design specifications in an efficient and economical manner. CCMS database shall be submitted to the Government upon completion of the contract.

The CMMS capabilities shall include, as a minimum:

SECTION 01 11 10 Page 6

1. Work management ability to track and manage all aspects of work requests, labor, planning, scheduling and document and track employee certification.

2. Capability to produce work orders that are used to specify and track all work (preventative maintenance, scheduled and unscheduled maintenance, and repair) being executed on a site, at a facility, or on a piece of equipment.

3. Include a hierarchical relationship to accumulate the work on the components of larger systems and individual facilities at a site.

4. Facilitate planning, scheduling and tracking of Preventive Maintenance and Inspections (PMl's).

5. Capture item specifications warranty information, manufacturer's data, associated service contracts, spare parts, vendor and other purchase information as well as other pertinent data.

6. Create job plans to record and track the work steps, any material to be used as well as special tools and/or trade skills thereto.

7. Materials management which includes reservations of material for specific work orders, identifying and procuring spare parts that are applicable as well as substitutes and inventory adjustments, minimum order quantities, and ideal order and issue quantities.

1.2.6 Technical Library

The Contractor shall utilize the technical data supplied under Section 01 78 23 OPERATION AND MAINTENANCE DATA. This information shall be supplemented and corrected as found necessary through experience gained during the operating and maintenance period.

1.2.7 Personnel

a. The facilities shall be attended and operated continuously by experienced personnel who are fully qualified and skilled in all phases of operating the particular equipment assigned to be operated during each shift. The crews and shifts need not necessarily be comprised of equal numbers of personnel, and the qualifications of each crew/watch need not necessarily be equivalent. Each crew, however, shall be capable of fully operating and maintaining the systems under the normally expected operating conditions during an assigned shift. A selected portion of the remainder of the off-duty staff shall be scheduled to be available, on-call, for emergencies.

b. The operating staff shall be supervised by a chief operator with a minimum of five (5) years relevant experience. The supervisor shall provide continuity among all personnel to improve staff effectiveness and operational procedures.

c. The maintenance staff shall be comprised of personnel with previous experience in the repair of the type equipment covered under this contract.

d. The maintenance staff shall be supervised by a technically qualified and certified by equipment manufacturer maintenance engineer

SECTION 01 11 10 Page 7 with a minimum of five (5) years relevant experience.

e. Supervisors shall assure that safety practices are promulgated and posted, and that all staff members understand and abide by established safety procedures. Supervisors also ensure the staff is adhering to all security, badging and access procedures.

f. The Contractor shall designate one individual as the overall manager responsible for the O&M portion of this contract, and this individual shall meet the approval of the Contracting Officer. This manager may have dual functions. In addition, supervisors and key personnel shall be approved by the Contracting Officer. The requests for review and approval shall include a resume for each person.

g. The manager, supervisors and key personnel shall be on board thirty

(30) calendar days prior to implementation of OPERATION AND MAINTENANCE (O&M). A list of those to be on board shall be provided to the Contracting Officer 90 calendar days prior to completion of the construction contract.

h. Key staff personnel shall be able to communicate in English and or Arabic language.

1.2.8 Reports and Records

The Contractor shall:

1. Maintain a record of all maintenance performed on major units of equipment.

2. Maintain an inventory record of all supplies and parts including stock levels, materials procured, materials ordered, receipts, issues and requisition status.

3. Maintain a file of completed checklists for all operator maintenance to include lubricant schedule, frequency and type of lubricant required.

4. Prepare monthly operating summaries for each facility.

5. Develop, prepare and maintain operating logs for power generation. The logs shall contain any operator maintenance performed and the operating status of all equipment; e.g., "operating", "standby", maintenance", etc.

6. Develop, perform, and maintain logs of appropriate weekly fire and safety inspections.

7. All of the above reports and records shall remain on site and copies shall be provided to the Contracting Officer upon request.

1.2.9 Reliability Tests

The systems shall be maintained and repaired as required to keep them in a like-new operating condition and at the end of the operating and maintenance period shall be put in a like-new condition prior to turnover to KMOD. The evaluation of the conditions of the facility, including all equipment, will be made by the Contracting Officer based on:

SECTION 01 11 10 Page 8

1. Evaluation of records of maintenance and repairs performed.

2. Physical inspection of the facility including all equipment.

3. The Contractor's demonstration of the specified operational capability of the systems by putting all equipment in service on a design load type operation for a forty-eight (48) hour reliability run. This reliability test shall start ten (10) calendar days prior to completion of the O&M period. All of the above must be made to the satisfaction of the Contracting Officer prior to final payment for

OERATIONS AND MAINTENANCE (O&M) SERVICES.

1.2.10 Quality of Work

The Contractor is responsible for the quality of work performed. The Contractor measures that quality through the Contractor's own Quality Control (QC) Program. QC is work output, not workers, and therefore includes work performed under this contract regardless of whether the work is performed by Contractor employees or by subcontractors. The Government will perform Quality Assurance (QA}. Quality Assurance is defined as the functions and associated contract oversight actions performed by the Government to ensure that contract requirements are performed in accordance with contract specifications and contract terms and conditions, and that an acceptable level of Contractor quality control activities is in place and operational. The Government executes its QA Program through direct observation supplemented by input from customers served by the Contractor. Successful quality assurance is a team effort. Quality Assurance Evaluators (QAEs) observe and evaluate contractor performance.

Quality Assurance will be measured by a mix of 100% evaluation, random sampling, periodic evaluation, and customer input as appropriate to specific tasks.

1.3 PAYMENTS

The payment amount for the O&M portion of this contract will be as designated in the Proposal Schedule.

a. The Contractor shall submit separate monthly invoices to the Contracting Officer for work performed under this contract.

b. Final payment will be withheld until the satisfactory completion of the reliability run (as defined in this section) and shall be no less than 10% of the payment item.

1.4 PERFORMANCE METRICS

The Contractor's performance will be rated per the below metrics. This is not the only tool that will be used to evaluate Contractor's performance, but it is the first step or action in the process.

Note that the Contracting Officer's Representative will distribute the client or customer questionnaire monthly and will seek their opinions as to the Contractor's performance. These questionnaires will be released to the Contractor at the discretion of the Contracting Officer.

Issues with Contractor performance will be addressed with the Contractor by the Contracting Officer. This will be done in a timely manner so that all issues are quickly resolved.

SECTION 01 11 10 Page 9

REQUIRED

SERVICE

PERFORMANCE

STANDARDS

ACCEPTABLE

QUALITY

LEVELS

METHOD OF

SURVEILLANCE

INCENTIVE

(NEGATIVE)

(IMPACT ON

CONTRACTOR

PAYMENTS)

The contractor shall conduct quarterly inspections of the equipment and items listed above

Contractor shall conduct quarterly inspections on-time and on schedule

90% of all quarterly inspections are completed on-time and on schedule quarterly reports, periodic and/or random, observations, customer surveys or user complaints

Contractual remedies

The contractor shall submit the Quarterly Inspection Report within five calendar days of the first day of each quarter

Contractor shall submit the Quarterly Inspection Report within five calendar days of the first day of each quarter

90% of the Quarterly Inspection Reports are submitted on time.

Quarterly reports, periodic and/or random, observations, customer surveys or user complaints

Contractual remedies

Contractor shall promptly respond to urgent calls

Contractor shall respond within 24 hours of all urgent calls from the Host Nation or the local Corps of Engineer's Contracting Officer's Representative

100% of all urgent calls are responded to within 24 hours unless base access is denied

Quarterly reports, periodic and/or random, observations, customer surveys or user complaints

Contractual remedies

SECTION 01 11 10 Page 10

REQUIRED

SERVICE

PERFORMANCE

STANDARDS

ACCEPTABLE

QUALITY

LEVELS

METHOD OF

SURVEILLANCE

INCENTIVE

(NEGATIVE)

(IMPACT ON

CONTRACTOR

PAYMENTS)

The Contractor shall notify the Contracting Officer and Program Manager whenever 20% or less of the spare parts inventory remains

Contractor shall include this spare parts inventory within their Monthly Inspection Reports

90% of the spare parts inventory list is reported monthly to the Contracting Officer and Program Manager

Quarterly reports, periodic and/or random, observations, review of contractor pay estimates

Contractual remedies

Parts, supplies and services provided by the Contractor for the equipment maintained have been properly paid

Contractor shall provide the KO monthly reports that show that the invoices paid for parts, supplies and services are on-time

90% of all invoices are timely and accurate.

Quarterly reports, periodic and/or random, observations, review of contractor pay estimates

Contractual remedies

Customer or client surveys indicate overall satisfactory performance or better by the contractor

Contractor is required to at least attain an overall "Satisfactory" rating on all customer or client surveys.

Overall Satisfactory or better rating monthly

Quarterly reports, periodic and/or random, observations, customer surveys or user complaints

Contractual remedies

1.5 CONTRACTOR'S DATA SUBMITTAL REQUIREMENTS

The Contractor is required to furnish the following data submittals as

SECTION 01 11 10 Page 11 specified:

(1) INSPECTION and EVALUATION REPORT

(2) WARRANTY

(3) MAINTENANCE PLAN

(4) MANAGEMENT PLAN

(5) CERTIFICATES OF CONFORMANCE

(6) INSPECTION REPORTS

(7) QUALIFIED PERSONNEL RESUMES

(8) SAFETY PLAN (EM 385.1.1)

(9) EQUIPMENT EVALUATION PLAN

(10) QUALITY CONTROL PLAN

1.6 CONTRACTOR'S DATA SUBMITTAL SCHEDULE

The Contractor shall complete and submit one copy of ENG Form 4025, "Transmittal of Shop Drawings, Equipment Data, Material Samples, or Manufacturer's Certificates of Compliance" (included as an attachment to this contract) with each data submittal. All submittals will be transmitted by ENG Form 4025 with a copy of the form attached to each submittal copy. The transmittal forms shall be consecutively numbered beginning with the number "1". Any resubmittals shall be identified using an alphabetical suffix beginning with the letter "A" (i.e., if the fifth submittal, No. 5, is resubmitted, the first resubmittal will be No. 5A, the second 5B, etc.). All pertinent information required by the ENG Form 4025 shall be supplied. Submittals as specified shall be complete for the equipment being furnished and any inapplicable information shall be marked out or deleted. Submittal packages shall be suitably identified by (i) the type of submittal (i.e., Special Tools and Equipment, Warranty, etc.),

(ii) contract number, and (iii) Contract Line Item Number (CLIN). The item numbers in the Submittal Schedule below shall be submitted for each Contract Line Item in this contract as applicable.

Submittals requiring approval by the Contracting Officer or his authorized representative are so designated in the Submittal Schedule below. In the event data submittals are rejected and returned to the Contractor for correction and resubmission, the Contractor shall submit acceptable data to the Government in not more than 10 calendar days after receipt of initial rejection. All costs for resubmission of disapproved submittals shall be borne by the Contractor.

The required submittal (s) shall be forwarded in the designated number of copies at the times listed on the Submittal Schedule below. Note: All times listed in the submittal schedule are CALENDAR DAYS. Submittals should be provided to the COR at the site.

SUBMITTAL SCHEDULE

ITEM REQUIRED NUMBER

SECTION 01 11 10 Page 12

NO. DESCRIPTION DELIVERY DATE OF COPIES

1 Inspection and Evaluation As required 1

2 Warranty SERVICES: Manufacturer warranties for major repair parts shall be provided in addition to the Certificates of Conformance Test

FOR APPROVAL: 1

30 Days after Installation

3 Maintenance Plan FOR APPROVAL: 1 30 Days after Receipt of Award

4 Qualified Personnel FOR APPROVAL: 1 Resumes Within 10 days After receipt of Contract Award

Required initially and when personnel are changed, new personnel are added for a specific task, a specialized subcontractor service is engaged, and when the COR request additional info.

5 Safety Plan FOR APPROVAL 1 Within 15 days of Contract Award

6 Equipment Evaluation FOR APPROVAL Plan Within 30 days of Contract Award

7 Quality Control Plan FOR APPROVAL 1 Within 15 days of Contract Award

1.7 GOVERNMENT REMEDIES

The Contracting Officer shall follow FAR 52.246-4, Inspection of Services-Fixed Price, for contractor's failure to perform satisfactory services or failure to correct non-conforming services.

1.8 EQUIPMENT EVALUATION AND CONDITION

The contractor is required to provide an equipment evaluation every two months. This evaluation will provide the cost of repairs during the reporting period; look ahead 6 month parts requirement; equipment age, down time during reporting period, performance level and overall condition of the equipment.

-- End of Section --

SECTION 01 11 10 Page 13

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 80 00.12 10

TECHNICAL REQUIREMENTS Revised by Amendment 0006

PART 1 GENERAL

-- End of Section Table of Contents --

SECTION 01 80 00.12 10 Page 1

SECTION 01 80 00.12 10

TECHNICAL REQUIREMENTS

Revised by Amendment 0006

PART 1 GENERAL

1.1 Contractor's Design and Construction

The Contractor's design and construction shall comply with technical requirements contained herein. The Contractor shall provide design and construction using the best blend of cost, construction efficiency, system durability, ease of maintenance and environmental compatibility.

1.1.1 Design and Product Requirements

These design and product requirements are minimum requisites. Variations shall be submitted in accordance with Section 01 33 00.12 10 entitled SUBMITTAL PROCEDURES FOR DESIGN-BUILD PROJECT. All variations shall be approved by the Contracting Officer. Unless otherwise specified, all of the materials and equipment to be installed in this project shall comply with a recognized standard for the intended use. The Unified Master Reference List for ASTM, ASME, etc., located at www.ccb.org/docs/ufgshome/ufgstoc.htm identifies the titles and approval dates.

1.1.2 Asbestos Containing Materials

Asbestos containing material (ACM) shall not be used in the design and construction of this project. If no other material is available which will perform the required function or where the use of other material would be cost prohibitive, a waiver for the use of asbestos containing materials shall be obtained from the Contracting Officer.

1.1.3 Limitation of Working Space

The Contractor shall, except where required for service connections or other special reasons confine his operations strictly within the boundaries of the site. Workmen shall not be permitted to trespass on adjoining property. Any operations or use of space outside the boundaries of the site shall be by arrangement with all interested parties.

The Contractor shall take all practical steps to prevent his workmen from entering adjoining property and in the event of trespass occurring the Contractor shall be held entirely responsible.

1.1.4 Subcontractors

Compliance with the provisions of this section by subcontractors shall be the responsibility of the Contractor.

2. SITE DEVELOPMENT

2.1 General

The Designer shall perform design and construction services as required to

SECTION 01 80 00.12 10 Page 2 provide complete and usable facilities. The civil design shall be based on Unified Facilities Criteria/United States Army Technical Manuals, Kuwaiti Construction Standards Criteria, or other design standards from internationally recognized organizations in business for a minimum of ten years. All required documents, including drawings, specifications, and design analysis, shall be prepared in accordance with this section. The design analysis shall include detailed calculations and any additional information required, and the information listed below, when applicable.

The Designer shall review the details and make adjustments, if necessary, before applying them to the project. The civil site development includes the following items of work:

a. Environmental Protection

b. Topographic Survey

c. Site Design and Construction

d. Vehicular Pavement Design and Construction, including roads, driveway access/parking areas

e. Grading and Drainage Design and Construction

f. Sidewalks

g. Fences, Gates, Barriers

h. Sanitary Sewer System Design and Construction

i. Demolition

2.2 ENVIRONMENTAL PROTECTION

2.2.1 Applicable regulations

The Contractor shall comply with all Base and Host Nation laws, rules, regulations or standards concerning environmental pollution control and abatement. The Contractor shall review host nation and U.S. Government environmental regulations with the contracting officer prior to design and discharge of any liquid wastes into natural streams or manmade channels.

2.2.2 Notification

The Contracting Officer shall notify the Contractor in writing of any observed non-compliance with the foregoing provisions. The Contractor shall immediately take corrective action. If the Contractor fails or refuses to promptly take corrective action, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No extension of time or damages shall be awarded to the Contractor unless it was later determined that the Contractor was in compliance.

2.2.3 Spillages

Measures shall be taken to prevent chemicals, fuels, oils, greases, bituminous materials, waste washings, herbicides and insecticides, and construction materials from polluting the construction site and surrounding area.

2.2.4 Disposal

Disposal of all materials, wastes, effluents, trash, garbage, oil, grease, chemicals, etc., shall off site and subject to the approval of the Contracting Officer. Burning at the project site for the disposal of refuse and debris shall not be permitted.

2.3 Solid Waste Management and Disposal

SECTION 01 80 00.12 10 Page 3

Dumpsters with concrete pad and enclosure has been shown on the plans outside the main entrance and shall be provided by the contractor.

2.3.1 All dumpsters shall be on concrete pads. For dumpsters, signs in English and the local language shall be posted indicating "No smoking within 17m". The Contractor may reword the above signs but maintain the intent and buffer requirements.

2.3.2 Bulk liquids and hazardous waste shall be collected and disposed of properly in separate containers and clearly marked as to type, quantity, and source.

2.4 Stockpiles and Batch Plants

All stockpiles and batch plant locations shall be approved by the Contracting Officer.

2.5 Excavation

Any hand digging, driving of pickets or excavation of any kind requires a Dig Permit. The Contractor must coordinate permit requirements with the Contracting Officer.

2.6 Design Criteria and References

AASHTO - American Association of State Highway and Transportation Officials AASHTO - A Policy on Geometric Design of Highways and Streets, 2011.

AASHTO - Manual on Uniform Traffic Control Devices, 2009.

AASHTO - Model Drainage Manual ACI 318 Building Code Requirements for Structural Concrete, American Concrete Institute ASTM - American Society for Testing and Materials ASTM F2656, Standard Test Method for Crash Testing of Vehicle Security Barriers, 2015 AWWA-American Water Works Association AWWA C651, Standard for Disinfecting Water Mains AWWA C652, Disinfection of Water Storage Facilities IBC, International Building Code IPC-International Plumbing Code ANSI/ISEA Standard Z358.1-2009 "Emergency Eyewash and Shower Equipment" ASCE 7-05, Minimum Design Loads for Buildings and Other Structures

MIL-HDBK-1190, Facility Planning and Design Guide

UFC-UNIFIED FACILITIES CRITERIA

UFC 1-202-01 Host Nation Facilities in Support of Military Operations UFC 3-201-02, Civil Engineering

UFC 3-250-03 Design: Standard Practice Manual for Flexible Pavements UFC 3-250-04FA Design: Standard Practice for Concrete Pavements UFC 3-250-09FA Design: Aggregate Surfaced Roads and Airfields Areas UFC 3-320-05FA Design: Structural Design Criteria for Structures Other than Buildings UFC 4-010-01 Design: DOD Minimum Anti-terrorism Standards for Buildings UFC 4-022-01 Entry Control Facilities/Access Control Points

SD-STD-02.01, Test Method for Vehicle Crash Testing of Perimeter Barriers and Gates

SECTION 01 80 00.12 10 Page 4

Unified Facility Criteria (UFC) is available online at http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

EM 1110-3-136 Drainage and Erosion Control: Mobilization Construction

FEDERAL SPECIFICATIONS

RR-F-191K/GEN, Fencing, Wire and Post Metal (General Specification) RR-F-191/1F, Fencing, Wire and Post Metal (Chain-Link Fence Fabric) RR-F-191/3E, Fencing, Wire and Post Metal (Chain-Link Fence Posts, Top Rails and Braces) RR-F-191/4D, Fencing, Wire and Post Metal (Chain-Link Fence Accessories)

RAYTHEON COMPANY

Facilities Interface Control Document/Interface Requirements Specification

KUWAITI STANDARDS

Requirements of the ministry of Electricity and Water (MEW) Established Design and Construction Criteria established by Kuwait.

OTHER STANDARDS

Standards other than those mentioned above may be accepted if the standards chosen are internationally recognized and meet the minimum requirements of the specified standards. The Contractor shall be prepared to submit proof of this if requested by the Contracting Officer.

2.7 Studies Supporting the Final Design

To accomplish the work contained in this contract, the Designer shall publish design studies to document the existing site conditions before proceeding with the design and construction of the site. This should include a topographic survey, a geophysical survey, a geotechnical survey and a hydrologic study.

2.7.1 Site Survey

The contract drawings include a concept site plan, typical sections, and standard details. The site plan provided in the contract also indicates approximate existing conditions and shall be verified by the Designer with a complete topographic survey of the site prior to starting design.

The Designer shall be responsible for furnishing an independent topographic survey of the project sites following the criteria in Appendix "A" of this section.

The survey shall provide all data needed to confirm or modify the design in the contract and construct the project. The survey shall include location and elevation of all relevant site features within the project limits. This includes the elevation and location of buildings (new and existing), roadways, pads, other structures, drainage systems, and utilities (subsurface and overhead) within 10 meters of the project sites.

Upon completion of the construction, the original survey shall be updated with an as-built survey of the site as constructed. The as-built survey shall be submitted to the COR for approval.

2.7.2 Geotechnical Survey Requirements

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Survey all exploration and testing locations. Use the Kuwait System for horizontal and vertical control. If GPS is used, it must be calibrated at the start and finish of each day's work with a base station. Vertical and horizontal control shall be correct to the nearest centimeter.

2.7.2 Hydrologic Study

Investigate and assess the runoff from the drainage areas that surround the project sites based on 10, 50, 100 year storm event, using this information in the site drainage design to determine how it will affect site drainage.

2.7.3 Flood Risk Mitigation

Attached to this Specification is Appendix B, "100-Year Flood Assessment for Airfields located in Kuwait." Flows for a 100-year and 50-year return period or flood events were developed using a hydrologic model and satellite imagery to attempt to predict impacts of the event on the locations of Sites 6 and 7. The location of Site 6 is minimally impacted by the 100 and 50 year events. However, the location of Site 7 does appear that it will have considerable water ponding during the 50 and 100-year events.

The Contractor shall utilize the information contained in the report, combined with the Contractor's own topographic and site survey, when developing the grading and drainage design of the site to make sure that the finished floor elevations of the ECS, equipment pads affected by the ponding, Frequency Converter Buildings, and Storage Area/Sunshade are set higher than the anticipated ponding. The Contractor shall also consider the merits of the proposed perimeter berm outside of the fenceline to help divert the water around the site.

2.8 CIVIL SITE DEVELOPMENT

2.8.1 Site Plan

The Designer shall ensure the facilities are sited in compliance with the attached drawings and requirements stated herein. The Designer shall be responsible for preparing a detailed site plan showing geometric design of the site including building locations, vehicular pavement, grading and utilities, including applicable dimensions of facilities, set back lines, etc. The Architectural drawings shall be used to site adapt the building.

The site design shall be in accordance with UFC 1-202-01 and UFC 3-201-01 with the requirements of UFC 4-010-01 adhered to whenever possible.

All site plans shall be drawn in the following projection and datum: WGS 1984 UTM Zone 38 R for Sites 6 and 7 and WGS 1984 UTM Zone 39 R for the ICC#3 Site.

2.8.1.1 Facilities and Siting Considerations

A) There shall be a clearly delineated and marked Keep-Out Zone as shown on the drawings of 130 meters in accordance with applicable safety codes.

Appropriate barriers (non-metal or markers shall be needed in Host Nation language and English, and include internationally recognized RF hazard symbols. Placards shall be strategically placed around the perimeter, 10 meters apart. See drawings.

B) Fuel Storage Area: At the point where the trucks are to refill the fuel storage tank near the Power Plant, a concrete fuel fill stand shall be installed. A grounding point shall be required to ground the truck during

SECTION 01 80 00.12 10 Page 6 fueling operations.

C) Equipment Pads: See Civil Drawings provided for equipment pad arrangement and siting, which must be outside of the 130 m radio frequency (RF) hazard zone, as shown on the Civil Drawings. Each equipment pad to have Alaska Barriers surrounding it on the sides and rear as shown on the drawings.

D) Entry Control Point: The Entry Control Point shall consist of two entrances with sliding gates as shown on the drawings. Both entrances shall have a crash barrier to prevent unauthorized vehicular penetration through the gates. The main entrance on the right-hand side shall be used for daily traffic and shall have a serpentine route created with properly placed concrete barriers. There is a secondary truck entrance which shall be used only for periodic large truck traffic. See details on the plans and descriptions herein for more information.

2.8.2 Circulation and Parking

The vehicular and pedestrian circulation system shall promote safe, efficient movement of vehicles and pedestrians within the site area.

Provide, as a minimum, 1.5m wide concrete sidewalks for clear pedestrian access and exit from all buildings.

The roadways and access roads shall be a minimum of 7.3 meters wide, while the patrol road along the inside of the perimeter fence shall be a minimum of 4 meters wide. The roadways shall have 1-meter gravel shoulders. The radii at the intersections must be large enough to allow for the tractor trailers moving the radar equipment, the HEMTT's with the launchers, and the refueler tanker trucks to maneuver as required throughout the site. Minimum radius for tanker trucks as shown on the plan is 15m while minimum radius for major intersections for larger equipment as shown on the plans is 27m.

The standard parking spaces for daily use by base and security personnel should be approximately 3 meters by 6 meters to allow for the larger vehicles.

2.8.2.1 Traffic Analysis: The following number of passes are estimated based on assumed levels of activity and shall be used for the annual design traffic for the pavement.

a) Tractor Trailer pulling radar equipment, 60 feet (18.3 meters) long, 80,000 pounds (27,216 kg), 5-axle: 10 passes per day

b) HEMTT: 20 passes per month

c) HMMWV: 20 passes per day

d) Wrecker/Crane: 20 passes per month

e) Pick-up Trucks/Personnel Vehicles: 40 passes per day

f) Refueler Truck: 20 passes per month

2.8.3 Vehicular Pavement Design

A minimum of a 20-year design for the pavement life shall be used in designing the pavement. All pavements shall be graded for proper drainage, SECTION 01 80 00.12 10 Page 7 and provided with necessary drainage structures. The equipment pads and storage facility shall be concrete pavement.

Unless otherwise stated in the contract documents, all pavements shall be designed based on the site specific geotechnical information in accordance with the references in Design Criteria and the geotechnical investigation required in paragraph entitled "Geotechnical and Geophysical".

All pavements shall be designed in accordance with the Kuwaiti Construction Standards and with the Pavement-Transportation Computer Assisted Structural Engineering (PCASE) program. The PCASE program can be found on the Internet at www.pcase.com.

2.8.4 Flexible/Asphalt Pavement

The Contractor shall design and construct asphalt pavement roads as shown on the plans to connect to the existing base road. The asphalt pavement shall consist of a asphalt wearing course, an asphalt intermediate course, an aggregate base course and select material fill. The asphalt road pavement shall be designed for pavement type "Flexible" and shall be designed for 5,000 passes of an HEMMT (4 axle), 5,000 passes of a R-11 Refueler Truck, 146,000 passes of a HMMWV, 3,000 passes of tractor trailer (5-axle), and 292,000 passes of a pick-up truck, and 5,000 passes of wrecker with crane (M1074 Load System with crane). The minimum pavement thickness shall be 40 mm of Asphalt Surface Course and 60 mm of Asphalt Base Course, 100 mm of Graded Crushed Aggregate Base and a minimum of 150 mm of compacted satisfactory material below existing grade (see pavement detail). The design of the pavements shall be submitted for review to the Contracting Officer Representative prior to any construction.

Minimum requirements for roadway & pavement construction materials shall follow Sections 31 00 00 Earthwork and Kuwaiti Road and Construction Standards.

The Contractor shall use and edit the required UFGS specifications or Kuwaiti equivalent, and submit them for review and approval.

2.8.5 Rigid Pavement (Storage Area Pad)

A rigid pavement hardstand shall be provided at the storage pad surrounding the storage facility sunshade. Concrete for the rigid pavement shall be composed of cementitious material, water, fine and coarse aggregates, and admixtures. The cementitious materials shall be Portland cement (ASTM C-150, Type I) in combination with silica fume (ASTM C1240-12). Silica fume shall consist of not less than 7.0% of the cementitious material by mass and not more than 9.0%. The total cementitious material content shall be at least 390 kg/cubic meter. Flexural strength for the concrete is at least

3.79 MPa at 28 days. Admixtures shall consist of air entraining admixture and may also include, as approved by the Contracting Officer, a retarder, conventional water-reducing admixture, and high-rang ewater reducing admixture (ASTM C-494, Types F or G). The maximum allowable water-cementitious material ratio is 0.45. The concrete shall be air-entrained with a total air content of 4 plus or minus 1.5 percentage points, at the point of placement. The design of the rigid pavement section shall be accomplished using PCASE. See pavement details. The contractor shall design the concrete joint layout plan in accordance with UFC

3-250-01FA.

2.8.6 Concrete Equipment Pads

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See Equipment Pad Details for concrete pavement section for the Equipment Pads.

2.8.7 Gravel/Aggregate Pavement

The Contractor shall design and construct aggregate pavement roads as shown on the plans for the Patrol Road, Service Drive, and Secondary Truck Entrance. The aggregate pavement shall consist of a surface course, a graded crushed aggregate base course and select material fill. The aggregate road pavement shall be designed for pavement type "Unsurfaced" and shall be designed for 80 passes of an HEMMT (4 axle), 88,000 passes of a HMMWV, and 20 passes of a Fire Truck (P-23). The minimum pavement thickness shall be 40 mm of Surface Course and 100 mm of Graded Crushed Aggregate Base Course, and 150 mm of compacted selected material fill below existing grade. See pavement details.

The design of the pavements shall be submitted for review to the Contracting Officer Representative prior to any construction. Minimum requirements for roadway & pavement construction materials shall follow Sections 31 00 00 Earthwork and Kuwaiti Road and Construction Standards.

The Contractor shall use and edit the required UFGS specifications or Kuwaiti equivalent, and submit them for review and approval.

2.9 Grading And Drainage

The Contractor shall design the grading and drainage system based on requirements found in the Kuwaiti Construction Standards, UFC 3-201-01, and herein. The topographic survey shall be used in the design of the grading and drainage, site layout and utilities, as well the information in paragraph 2.7.3 "Flood Risk Mitigation" and Appendix B. The Contractor shall provide all necessary site grading to insure adequate drainage, so that no utilities or manholes, facilities, pavement or storage area shall be flooded due to a 10-yr frequency 2-hour rainfall event. Drainage of the area should be compatible with the existing terrain and existing drainage structures, with the airbase overall drainage plan and be approved by the COR. Drainage from adjoining offsite areas needs to be considered during the design process to ensure adequate grading and drainage is achieved.

Finished grade outside the buildings/facilities shall be a minimum of 150mm below the finished floor elevation. The finished grade adjacent to the facilities on a paved surface shall be designed to slope away from the structure at a rate of 2% for at least 1.5 meters. The minimum slope of paved areas shall be 0.5% to prevent the ponding of water on paved surfaces.

All concentrated runoff from paved areas will be…