Attachment-2-_EDP_Daegu_Revision_2AUG19_1030am.docx

ENGINEERING DESIGN PLAN (EDP)

AND TECHNICAL SPECIFICATONS

FOR

INSTALLATION OF NEW SINGLE MODE FIBER OPTICS CABLES AND UNDERGROUND MAINTENANCE-HOLE DUCT SYSTEM

AT

Daegu Co-located Operating Base Republic of Korea

22 July 2019

TABLE OF CONTENTS

SECTION PAGE

ENGINEERING DESIGN PLAN (EDP) AND TECHNICAL SPECIFICATIONS

For INSTALLATION OF NEW SINGLE MODE FIBER OPTICS CABLES AND UNDERGROUND MAINTENANCE-HOLE DUCT SYSTEM

DESCRIPTION OF SERVICES:

The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform the Installation of New Single Mode Fiber Optics Cables And Underground Maintenance-hole Duct System except for those items specified as U.S. Air Force furnished property and services.

Period Of Performance:

Performance period for this contract will be no more than 395 days from the date of award, and will run continuously for 13 months with the provision for 1 extension(s) of this contract for an additional 3 month period.

Place Of Performance:

Daegu Co-Located Operating Base, Republic of Korea Specific Requirements:

The Contractor shall design and provide Customer-Owned OSP Telecommunications Infrastructure in accordance with ANSI/TIA-758. Each cable installation shall be coordinated with 607 MMS so that the impact on the building users is properly coordinated. The sequence of installation is at the Contractor’s discretion.

Measurements:

Distances provided in this EDP were measured using a calibrated civil engineering survey wheel to within five feet (1524 mm). Duct/cable lengths were specified to account for five foot (1524 mm) variance. Therefore the measurements in this EDP has a variance of plus or minus five (5) feet.

The contractor shall perform the following tasks:

Maintenance-holes (MH) and Hand Holes (HH):

All new MHs and HHs installed shall be manufactured with pre-case concrete material and have galvanized hinged lids rated for roadway traffic. Each MH and HH wall that is opposite to a duct entrance way shall have one pulling-in iron installed 6 inches (153mm) to 12 inches (305 mm) below the duct entrance level. MHs and HHs must have security locks.

The Contractor shall provide twelve (12) new [2.5 feet (0.762 meters) x 3 feet (1.9144 meters) x 2.5 feet (0.762 meters)] HH and labeled as shown in Attachment 7.

7AF/A6X and/or 607 MMS shall provide final numbering/IDs for the new MHs/HHs installed in accordance with paragraphs above.

Table 1: MH/HH Quantities

Duct bank Infrastructure:

The Contractor shall provide duct banks in accordance with Table 2 Conduit Quantities, unless indicated otherwise.

Provide two ducts between MH/HH unless otherwise specified.

Provide two ducts to ITN’s and one duct to buildings Approximate run distances of 4 inch Schedule 80 PVC is 21,956 feet (6,692 meters)

Table 2: MH/HH Quantities

Geo-textile Fabric ( or Inner duct) Installation Fiber Optic Cable Installation Inside Fiber Optic Cable Installation

GENERAL INFORMATION:

Standards:

Construction shall adhere to the approved design and this EDP unless modified in writing by the Contracting Officer Representative (COR). The Contractor will not be compensated for any modifications unless it receives written authorization from the Engineer or the PPO to make such modification(s) before performing the work.

The Contractor's design and construction must 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.

The design and product requirements are minimum requirements. The Contractor may propose alternate design or products (equipment and material) that are more commonly used in the region that will be equally or more cost effective or allow for more timely completion, but furnish the same system durability, ease of maintenance and environmental compatibility. The Contractor will be required to submit information as requested by the Contracting Officer, Project Engineer, or their representative to make a comparison of the proposed alternate. All variations must be approved by the Contracting Officer or their representative in writing.

The project includes furnishing all supervision, management, labor, materials, and equipment. Construction equipment shall be in good working order and shall be operated safely at all times.

Contractor's design and construction must comply with technical requirements contained herein and any other specifications or drawings provided. In the event of conflicting requirements, the most stringent requirement will apply, and the Contractor shall notify the Contracting Officer or their representative of the issue.

Maintenance-holes/Handholes:

MH must have an ASTM 478M rating or KS D 4301 equivalent. MH shall have minimum interior dimensions of 6 feet (1.83 meters) W x 8 feet (2.44 meters) L x 7 feet (2.13 meters) H (Width, Length, and Height). MH shall be furnished with a lockable MH cover, ladder, cable racks hardware, pulling irons, a sump, water resistance gaskets, bonding ribbon and a grounding system. MH shall meet the requirements of TIA-758-B. Prefabricated MHs are preferred.

Unless otherwise stated, HH shall have a minimum interior dimension of 4 feet (1.22 meters) W x 4 feet (1.22 meters) L x 4 feet (1.22 meters) H. HH shall be furnished with cable racks and a grounding system. HHs shall meet the requirements of TIA-758. Prefabricated HHs are preferred. MH/HH covers shall be labeled with minimum 1 inch (25.4 mm) raised letters stating “COMMUNICATIONS” The dimensions of the PBs shall be 17 inches (432 mm) x 30 inches (762 mm) x 24 inches (610 mm).

All MH, HH and PB shall be of concrete construction – polymer concrete (i.e., Quazite) construction is NOT authorized. Coordinate numbering/labeling of new MH/HHs with 607 MMS.

Ground Level pedestals and cabinet criteria:

The Contractor shall purchase and install Cable in all new pedestals and cabinet as required. Pedestals and cabinets shall meet the following criteria: a) Corrosion resistance of metal components. ASTM B 117 salt spray test for (30) days; b) Ultraviolet (UV) degradation of nonmetallic components. ASTM G 53 for (90 days - UVB-313 lamps); c) Resistance to flame or fire RUS Specification PE-35; d) Fungus resistance (ASTM 21); e) UL listed as type 3R (vented) or type 4 or 4x (non-vented); and f) Grounding/Bonding provisions shall meet national and local electrical codes.

Cable Racks and Cable Rack Supports:

The Contractor shall purchase and install Cable racks in all new MH and HH as required. Splices shall not be supported by the cables that enter each end of the splice case. The splices shall be supported by cable hooks under the splice case. Telecommunications industry standard cable hooks of the appropriate length shall be provided to support cables and splice cases. Cable hooks shall be secured using cable rack locking clips. Support cables using racking clips, cable racks, and cable hooks.

Grounding:

Grounding hardware such as corrosion resistant wire, bonding ribbon, clamps, ground rod, etc. necessary to properly bond/ground the cable in MHs shall be provided by the Contractor. Reference ANSI/TIA 607.

Cabling:

Splice Conductors; Perform fiber splicing in accordance with RUS Bulletin 1735F-401, Standards for Splicing Copper and Fiber Cable. The fusion splice method shall be used for all splicing and terminations of FOC. FOCs shall be terminated via fusion splice to pigtails with UPC LC connectors.

Labeling:

The Contractor shall label all equipment and cables they install and cables identified for re-use in accordance with the latest edition of TIA-606, and as directed by the base communications organization. Permanently label ducts on the wall of each building/maintenance-hole indicating the connecting building/MH at the other end of the duct (for example, “To MH-200”).

Tagging and labeling of new cables shall be in accordance with the following example Sample Tag:

Nomenclature Key:

Cable Tags:

Tags shall be permanently labeled, easily visible and corrosion resistant. Provide cable tags in all MH/HH, cable vaults, pull boxes and building entrance terminal locations. When cables pass through a MH, put a tag on the cable, approximately 2 feet (610 mm) from each duct entrance. Information on the cable tag shall identify cable by size, type, cable number and count.

Pulling Tape:

Ducts left vacant shall be provided with a waterproof, corrosion resistant, pre-lubricated flat woven polyester pull tape with sequential footage markings (1250lbs (5560N) pulling strength) and duct caps for future cable installations. The pull tape shall extend into the MH/HH and be secured to a cable rack or pulling iron, etc.

Cable Terminations:

Fiber optic cables shall be terminated via fusion splice to pigtails with UPC LC connectors. The pigtails shall be sized the same as the OSP fiber they are spliced to, i.e., 125/8.3 micron to 125/8.3 micron. The pigtails shall be duplex unless otherwise agreed to by 607 MMS.

FOC Maintenance Loop(s):

The Contractor shall provide a minimum of a 50 foot (15.24 meters) fiber optic cable maintenance loop at the first MH from the building, at every splice point MH location and at every 3rd MH in the route. The maintenance loop slack shall be properly labeled, securely supported to the cable ladder and off the MH floor. Coordinate with 607 MMS for the MH/HH locations for all maintenance loops.

Underground Conduit System:

The Contractor shall be responsible for any required trenching and/or boring necessary to lay the duct system. The Contractor is also responsible for backfilling ditch lines and compaction of fill materials with appropriate compaction tools. Directional drilling shall be used for major road crossings, taxiways, runways, etc. Otherwise, crossing of paved surfaces may be performed by pavement cuts and resurfacing with appropriate matching road material. This does not prevent the Contractor from using directional drilling if it is more cost effective. Ducts will be appropriately protected when placed under paved surfaces (i.e., concrete encasement).

Composition:

Plastic Conduit for Direct Burial and Riser Applications: UL 651 and NEMA TC 2, Provide Schedule 80 PVC (EPC-80) for duct runs under areas subject to vehicle traffic. Ducts shall have a sleeve or bell-end type coupling and shall be watertight when assembled. In addition, the Contractor shall adhere to any additional Daegu COB site specific requirement.

Installation:

Underground conduits/ducts shall be in accordance with RUS Bulletin 1751F-643 and RUS Bulletin 1753F-151.

Ducts shall be installed a minimum of 30 inches (762mm) below grade. In MH with knockouts, ducts shall start at the bottom knockout, allowing for upward expansion in the MH. The Contractor shall provide other protective measures, concrete cap, etc., in those areas where the minimum ground cover cannot be achieved. Grading of ducts shall be accomplished in accordance with RUS Bulletin 1751F-643. Conduits must be continuous between MH/HHs (i.e., no breaks or separations in the conduit runs between MH/HHs).

Bends and Sealing:

Bends between MHs shall be a minimum of ten times (10x) the diameter of the duct size (i.e., 4 inch (102 mm) duct = 40 inches (1016mm)) with the sum of bends in all directions not exceeding a total of 90 degrees, where practical. Coordinate with 607 MMS if runs have bends that total more than 90 degrees is required Ducts shall have bell-ends and enter a MH perpendicular to the surface of the wall through which it is entering. All ducts/inner-ducts entering MH shall be sealed. Universal duct plugs or removable putty sealants may be used. Upon completion of conduit sections, a rigid 12 inch (305 mm) long test mandrel 1/4 inch (6.4mm) smaller than the inside diameter of the conduit shall be pulled through two diagonally opposite ducts to ensure proper alignment. In addition, all ducts shall be cleared of loose materials such as concrete, mud, dirt, stones, etc.

Utility Separation:

When communications ducts cross either power duct or buried power cable, maintain a minimum separation of 3 inches (76 mm) of concrete or 12 inches (305 mm) of well-tamped earth between the two or 12 inches (305 mm) of well tamped earth when parallel; for pipes (e.g., gas, water, oil) maintain 6 inches when crossing or 12 inches (305 mm) when parallel.

Spacers and Tracer Wire:

Along the length of the duct run, if the ducts are installed by trenching, spacers shall be placed at five foot (1524 mm) intervals and cable warning tape shall be buried approximately one foot (305 mm) below the surface and shall follow the duct route. The tape shall be a minimum of three inches wide and orange in color with the appropriate warning message. At least one duct shall have tracer wire or be otherwise locatable from the surface.

Entrance Conduits into Existing Maintenance-holes:

When new entrance conduits/ducts or sleeves are required, the Contractor shall bore and provide the necessary holes and provide the ducts or sleeves, if a knockout does not exist. Penetration shall not be in such a location through the wall as to block use of existing ducts in the MH. New ducts will be a minimum of 18 inches (457 mm) from either the MH floor or ceiling, if practical. The minimum bending radius for entry conduit/ducts shall be no less than 10 times the inside diameter of the conduit. Ducts and openings around ducts shall be sealed to prevent moisture from entering the MHs.

Excavation/Building Penetrations:

All wall penetrations, including inside buildings, shall be restored to meet the required base fire ratings.

Unless an appropriate existing building entry already exists and is accessible/usable by the Contractor, all building entries will be made via a mounted pullbox on the exterior of the building. Pull box will be mounted over the building entry hole to provide future maintenance access to fiber entering the building at the pullbox. Appropriate diameter steel conduit will be used to protect cable from the in-ground duct to the pullbox entry, and will be mounted to the side of the building in the most direct manner meeting standard installation practices.

Performance Period:

Upon receipt of written Notice to proceed or Contract Award, the Contractor shall begin work and complete the Base Period within 120 calendar days, the Option Period I within 270 calendar days and the entire scope of work including final inspection and project acceptance within 390 calendar days. No deviation from this schedule shall be permitted except as otherwise provided for in this EDP. Failure to complete work within the scheduled period shall be grounds for damages and/or termination for cause as provided for in this EDP.

Time Extensions for Unusually Severe Weather:

It is the responsibility of the Contractor to anticipate the possibility of severe weather and to plan its work accordingly.

Projected Payment Schedule: At a pre-construction conference, the Contractor shall provide the Engineer and the PPO with the proposed project start and completion dates, and the projected dates of completion for each of the specifications listed in this EDP. The Engineer and/or PPO, in conjunction with the Contractor, will identify significant milestones from this chart. Unless otherwise agreed upon in writing, payment to the contractor will be made in periodic increments depending upon the progress of the construction. The Contractor shall receive payment of 10% of the Contract price upon acceptance of pre-construction submittals, detailed in the table below:

Contract Modifications:

Should changes to the Contract be required, a written modification will be prepared by the COR authorizing the changes. Modifications may be bilateral (agreed on and signed in advance by both parties) or unilateral (implemented by the COR only). Unilateral modifications will typically be issued only for changes in design that do not affect the cost or scope of the Contract. Should a unilateral modification be issued that results in an unanticipated change in scope of the Contract or overall Contract cost, the Contractor may seek relief by submitting a written Request for Equitable Adjustment (REA), detailing the Contractor’s additional costs broken down into Direct Labor, Direct Materials, Overhead, and Profit. Based upon the REA submitted by the Contractor, the COR will determine whether an adjustment to the Contract price is warranted and, if so, the proper amount. The COR’s decision on whether to honor a particular REA and, if so, in what amount, is final.

Communication / Correspondence:

Correspondence from the Contractor: All written correspondence from the Contractor to the COE and 7AF, including but not limited to bids, drawings, specifications, material submittals, reports, and any other contract documents, will be addressed to the KO and 7AF and hand-delivered to Osan AB. The Contractor’s company name, address, phone number, and email address should be listed on the outside of the envelope.

Verbal Communication with the Contractor: For the purposes of articles in this EDP and Technical Specification, the Contractor will only take direction from the officers or individuals listed in this Agreement. The Contractor is not authorized to deviate from the contract EDP and Technical Specifications, unless guidance is given in writing by contract modification or written correspondence from the Contracting Officer.

Points of Contact: Individual points of contact for this Contract on behalf of each of the parties will be as follows:

Hold Harmless Agreement: The Contractor hereby agrees to hold the United States Government, their agents, officers and employees, harmless from all liability whatsoever for damages, injury or death to Contractor or its agents, officers or employees while engaged in the performance of this Contract, excepting only such damages or injury as may be incurred as the result of intentional or willful wrongdoing on the part of the United States Government.

Safety and Liability: The Government assumes no responsibility for injuries or damages suffered by Contractor, its officers, agents or employees, while engaged in the performance of this Contract. Contractor agrees to take reasonable measures to provide for the safety and security of its own workforce, and for the safety and security of all others present at the work site while engaged in the performance of this Contract. The contractor shall ensure that employees are supplied and use proper personal safety equipment (i.e. hardhats, eye protection, proper hearing protection, gloves, and safety boots) and follow safe work procedures, which protect contractor employees and U.S. personnel in the vicinity of the job site. The contractor shall establish a safety zone around the work area and establish a safety system to prevent worker injuries. The contractor shall assume any liability for any injury incurred by contractor personnel while working on site. On a daily basis, the contractor shall install warning markers and other devices to prevent injuries to vehicles, pedestrians, and others who may be on site.

Physical Security At Worksite:

Contractor is responsible for safeguarding all U.S. Air Force equipment, information and property provided for contractor use.

Perimeter security shall prevent unauthorized site access and provide safe protection to the Contractor work force and government personnel for the duration of the project. Compliance with security requirements shall not be the basis for failing to complete the work in the required time period. The Government assumes no liability for damage to work in place caused by theft, vandalism, natural phenomena, acts of war or terrorism, or other events. Similarly, the Government assumes no liability for contractor-owned or leased equipment on site, materials on site, and other property of the Contractor or Subcontractors. The Contractor shall submit for approval of the KO at a pre-construction conference its 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.

Force Protection Reporting Requirement: Any significant criminal or terrorist-related event that occurs at the worksite or is related to the Contractor’s performance under this Contract must be immediately reported by the Contractor to the KO. Reportable events include, but are not limited to death threats, murder, kidnapping, assault, vehicle theft, destruction of worksites, theft of materials or equipment, mining of work locations, etc. Failure to report significant criminal or terrorist-related events will be documented and may be considered grounds for termination. The Contractor agrees to cooperate with ROKAF and U.S. Forces in identifying and prosecuting persons involved in criminal/terrorist related events involving Contractor or its employees, at the worksite or related to its performance under this Contract.

Use of Explosives: The use of explosives will not be permitted.

Hazardous Materials: Should the Contractor encounter asbestos or other hazardous materials during the construction period of this contract, it shall immediately stop all work activities in the area where the hazardous material is discovered. The Contractor shall then notify the site manager and COR; identify the area of danger, and discontinue work in that area until given approval from the KO to continue work activities. Hazardous material is considered to be asbestos, explosive devices, toxic waste, or other material hazardous to health and safety. The Contractor shall secure the area from daily traffic until it is safe to resume normal activities.

Environmental Protection: The Contractor shall comply with all ROK laws, rules, regulations or standards, and with such additional measures as the COR may find necessary, concerning environmental pollution control and abatement with regard to discharge of liquid waste into natural streams or manmade channels. The Contractor shall review ROK and applicable U.S. Government environmental regulations with the KO prior to design and discharge of any liquid wastes into natural bodies of water or manmade channels.

The COR will notify the Contractor in writing of any observed non-compliance with the foregoing provisions. If so notified, the Contractor shall immediately take corrective action. If the Contractor fails or refuses to promptly take corrective action, the COR may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No extension of the Performance Period or equitable adjustment will be awarded to the Contractor unless it is later determined that the Contractor fully complied with the directives of the COR. Failure to adhere to environmental protection terms and conditions on the part of the Contractor may be grounds for termination.

Reasonable and appropriate measures shall be taken by the Contractor to prevent chemicals, fuels, oils, greases, bituminous materials, waste washings, herbicides and insecticides, and construction materials or debris from polluting the construction site and surrounding area.

Disposal of any materials, wastes, effluents, trash, garbage, oil, grease, chemicals, and similar hazardous substances shall be transported to a suitable disposal site by the Contractor subject to the approval of the COR.

Any spills/events regarding the release of wastes, effluents, trash, garbage, oil, grease, chemicals, and similar hazardous substances must be reported to the Site Engineer or KO immediately and prompt corrective actions must be taken by the Contractor to mitigate the event.

Installation Authorizations, Permits and Licenses: It shall be the Contractor’s responsibility to obtain authorizations, permits, and licenses as required by the base safety office, and as necessary for the proper performance of this Contract.

Subcontractors: Subcontractors are not authorized to work on this Contract unless specifically listed in Contractor’s bid documents or authorized by the KO in writing following award of this Contract. In requesting approval for work to be performed by one or more subcontractors, Contractor must provide the business name and address of each subcontractor, the names and addresses of business principles (owners and officers) for each business to whom work is to be subcontracted, the nature of the work to be performed by each subcontractor, and the dollar value of each subcontract. Compliance with the provisions of this Contract by subcontractors, if any, will be the responsibility of the Contractor.

Traffic Control: Contractor is responsible to ensure that nearby roads remain open to pedestrian and vehicular traffic during construction. The Contractor shall submit a plan for maintaining traffic flow during construction at a pre-construction conference, if applicable. Barricades shall be required whenever safe public access to paved areas such as roads or parking areas is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. Barricades shall be securely placed, clearly visible with adequate illumination to provide reasonable visual warning of the hazard during both day and night. It is recommended that persons working on roadways or providing traffic control be issued reflective safety vests to enhance personal safety. Travel to and from the project site shall be restricted to a route approved by the KO.

Site Clean-Up and Restoration: The contractor shall ensure the work site and areas around the work site are free of any debris and materials upon completion of work each day, as well as at the completion of the job. Contractor shall remove and properly dispose of all materials and equipment at the completion of the job. Unused materials or equipment owned by U.S. Air Force shall be returned to a location designated by the KO. Upon completion of work, the work site shall be restored, insofar as is reasonably possible, to its condition prior to work, including replacement of vegetation, sidewalks, grading, drainage, and similar conditions affected by work during the performance of this Contract.

Warranty: The Contractor warrants that the work performed under this Agreement conforms to the contract requirements and is free from any defect in equipment, material, design, finish or workmanship performed by or the responsibility of the Contractor. This warranty shall continue for a period of one year(s) from the date of final acceptance. If possession or partial acceptance of any work product occurs before final acceptance of the entire project, this warranty shall continue for a period of one year(s) from the date that the U.S. Air Force accepts or takes possession of or partially accepts such product. The Contractor shall remedy at the Contractor’s expense any loss of or damage to Coalition owned or controlled real or personal property when such loss or damage is incurred as the result of Contractor’s failure to conform to contract requirements, any defect in materials, design or workmanship, or the result of Contractor’s negligence. The Contractor’s warranty with respect to a work product being replaced or repaired shall run for a period of one year from the date that such replacement or repair is accepted.

Inspections (Construction Surveillance):

Punch-out Inspections – performed weekly to inspect work and develop a punch list of items which do not conform to the approved drawings and specifications Pre-Final Inspection – the U.S. Air Force and QC Manager will perform to verify project work is complete and ready to use. A punch list may developed as a result of the inspection. The QC Manager will insure punch list is complete prior to final inspection.

Definition: “Work” includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

The Contractor shall maintain an adequate inspection system and perform such periodic inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Engineer as supported by the PPO and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract. Government inspections and tests are for the sole benefit of the Government and do not relieve the Contractor of responsibility for providing adequate quality control measures; of responsibility for damage to or loss of the material before acceptance; constitute or imply acceptance of work unless so stated in writing; or affect the continuing rights of the Government after acceptance of the completed work.

The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the Contract without written authorization from the PPO as set forth elsewhere in this agreement.

The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the PPO. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes re-inspection or retest necessary.

The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Where an unforeseeable delay of work is caused by a Government inspection, the PPO may, upon request, grant a reasonable extension to the Performance Period.

The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

If the Contractor does not promptly replace or correct rejected work, the Government may, by contract or otherwise, replace or correct the work and charge the cost to the Contractor; or terminate this Contract for cause.

If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the PPO shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion of work and final inspection, all work required by the contract or that portion of the work the PPO determines may be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government’s rights under any warranty or guarantee.

Final Inspection: The Contractor will notify the 7AF and COR when the project is ready to be turned over to the Government. A final inspection will be performed by the QC Manager, Site Engineer, or other Contractor management personnel, the COR and 607 MMS. Any remaining items of work will be identified on a “punchlist”. Based on the punchlist, the COR will determine if any supplemental inspections are required. Punchlist items will be corrected and/or repaired in a timely manner (3 days) at no cost to the Government. Once the punchlist items have been corrected or completed to the satisfaction of the PPO or their representative, final payment will be authorized and the project will be turned over to the Government.

Notification of Noncompliance: The COR will promptly notify the Contractor of any detected noncompliance with the foregoing requirements. The Contractor shall take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the work site, shall be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to promptly comply, the COR may issue an order stopping all or part of the work until satisfactory corrective action is taken. The Contractor shall make no part of the time lost due to such stop orders the subject of claim for extension of time or for excess costs or damages. Failure to recognize and correct non-compliant work/materials in a timely manner (3 days) will also be considered grounds for termination.

Removal or Unacceptable and Unauthorized Work: All work which does not conform to the requirements of the Contract will be considered unacceptable. Unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness or any other cause, found to exist prior to the final acceptance of the work, shall be remedied or removed immediately and replaced in an acceptable manner.

Termination for Convenience of the Government: The Government reserves the right to terminate this contract, or any part hereof, for its sole convenience whenever it determines that it is in the best interests of the Government to do so. Any such termination shall be effected by delivery to the Contractor of a written Notice of Termination specifying that termination is for the convenience of the Government, the extent to which work under the Contract is terminated, and the effective date of termination. In the event of such termination, the Contractor shall immediately stop all work hereunder and shall immediately cause any and all of its suppliers and subcontractors to cease work. Subject to the terms of this contract, the Contractor shall be paid a percentage of the contract price reflecting the percentage of the work actually performed prior to the notice of termination, plus reasonable charges that the Contractor can demonstrate to the satisfaction of the Government have resulted from termination. The Contractor shall not be paid for any work performed or costs incurred that reasonably could have been avoided or which were incurred after the effective date of the Notice of Termination.

Termination For Cause: The Government may terminate this contract, or any part hereof, for cause in the event of any default by the Contractor, or if the Contractor fails to materially comply with any contract terms or conditions, or fails to provide the Government, upon request, with adequate assurances of future performance. In the event of termination for cause, the Government shall not be liable to the Contractor for any amount for supplies or services not accepted and the Contractor shall be liable to the Government for any and all rights and remedies provided by law. The US Government has the right to terminate work in whole or in part if contractor fails or refuses to work to complete the contract within the specified time. The US Government also has the right to take over the work and cause its completion; in such case others may be liable for damages.

SERVICES SUMMARY:

Government Furnished Property (GFP) and Services:

Materials:

Services: None.

5.1 Outside Plant Duct Pathways:

5.2 OSP Fiber Optics Cable Pathways:

image1.emf

Daegu AB, ROK_OSP Duct Pathway.xlsx

OSP DUCT INFRASTRUCTURE

DAEGU AIR BASE REPUBLIC OF KOREA

NEW OSP DUCT INFRASTRUCTURE

Source Bldg#/ManHole/HandHole Destination Bldg#/ManHole/HandHole Schedule 40 /Schedule 80 /Metal EMT Quantity of Ducts Size of Duct (inches) Normal Soil Distance (ft.) Concrete Distance (ft.) Asphalt Distance (ft.) Total Distance (ft.) Pull Tape in Ducts Distance (ft.) 3 X 3" Tracer Wire Maxcell Distance (ft.) FASC TASK #

MH-1 MH-K5M No New Ducts Needed 183 203 549 FASC Task # 32

MH-K5M MH-K6M No New Ducts Needed 391 411 1173 FASC Task # 33

MH-K6M Korean HH UNK No New Ducts Needed 66 86 198 FASC Task # 34

Korean HH UNK MH-KC4M No New Ducts Needed 59 79 177 FASC Task # 35

MH-KC4M HH-900B Schedule 80 2 4 212 31 55 596 616 1788 FASC Task # 36

HH-900B Bldg. 901 Schedule 80 2 2 46 92 112 276 N/A

HH-900B Bldg. 911 Schedule 80 2 2 85 5 180 200 N/A

HH-900B Bldg. 905 No New Ducts Needed 2 2 64 84 N/A

HH-505 Bldg. 429 Schedule 80 1 4 3 43 46 66 138 N/A

MH-KS1-1M New HH-506 Schedule 80 2 4 34 84 236 256 708 FASC Task # 2

New HH-506 HH-502 Schedule 80 2 4 238 476 496 1428 N/A

HH-502 New HH-469 Schedule 80 2 4 169 38 414 434 1242 N/A

New HH-469 HH-470A Schedule 80 2 4 24 97 242 262 726 N/A

New HH-469 New HH-438 Schedule 80 2 4 355 710 730 2130 N/A

New HH-438 MH-1A-4 Schedule 80 2 4 22 55 154 174 462 N/A

New HH-438 MH-KS6M Schedule 80 2 4 14 133 48 390 410 1170 FASC Task #3

MH-KS6M MH-4 Schedule 80 2 4 202 112 628 648 1884 FASC Task #4

MH-4 MH-118 Schedule 80 2 4 69 9 24 204 224 612 FASC Task #5

MH-4 MH-KS7-1M Schedule 80 2 4 24 42 132 152 396 FASC Task # 37

MH-KS7-1M HH-KS7-1H Schedule 80 2 4 15 30 50 90 FASC Task # 38

HH-KS7-1H New HH-115 Schedule 80 2 4 168 336 356 1008 FASC Task # 39

New HH-115 New HH-140 Schedule 80 2 4 24 86 220 240 660 N/A

New HH-115 New HH-106 Schedule 80 2 4 232 70 604 624 1812 N/A

New HH-106 Bldg. 106 Schedule 80 1 4 17 17 37 51 N/A

New HH-106 New HH-125 Schedule 80 2 4 113 226 246 678 N/A

New HH-125 Bldg. 125 Schedule 80 1 4 116 78 194 214 582 N/A

New HH-125 HH-K200 Schedule 80 2 4 152 3 310 330 930 FASC Task # 40

HH-K200 New HH-200A Schedule 80 2 4 35 5 80 100 240 FASC Task # 41

New HH-200A Bldg. 200 Schedule 80 2 4 13 26 46 78 N/A

New HH-200A Bldg. 202 Schedule 80 1 4 23 23 43 69 N/A

New HH-200A New HH-202 Schedule 80 2 4 145 88 466 486 1398 N/A

New HH-202 New HH-210B Schedule 80 2 4 90 40 260 280 780 N/A

New HH-210B New HH-210A Schedule 80 2 4 15 86 202 222 606 N/A

New HH-210A HH-210 Schedule 80 2 4 47 94 114 282 N/A

New HH-210B Bldg. 212 Schedule 80 2 4 191 5 21 434 454 1302 N/A

New HH-202 New HH-201A Schedule 80 2 4 155 310 330 930 N/A

New HH-201A New HH-201 Schedule 80 2 4 17 115 264 284 792 N/A

New HH-201 Bldg. 201 Schedule 80 2 4 33 66 86 198 N/A

HH-K200 HH-K119 Schedule 80 2 4 6 41 94 114 282 FASC Task # 42

HH-K119 Bldg. 119 Schedule 80 1 4 34 10 44 64 132 FASC Task # 43

MH-1 MH-KS1-1M No New Ducts Needed/ Existing Pull string 69 89 207 FASC Task # 1

MH-KS1-1M MH-KS1M No New Ducts Needed/ Existing Pull string 68 88 204 FASC Task # 6

MH-KS1M MH-2-2 Schedule 80 2 4 176 35 51 524 544 1572 FASC Task # 7

MH-2-2 MH-2-3 Schedule 80 2 4 170 340 360 1020 N/A

MH-2-3 New MH-3751 Schedule 80 2 4 331 10 38 758 778 2274 FASC Task #8

New MH-3751 Bldg. 3751 Schedule 80 2 4 41 82 102 246 N/A

New MH-3751 HH-KS2-3-2H Schedule 80 2 4 182 23 410 430 1230 FASC Task #44

HH-KS2-3-2H Pole P-O Schedule 80 1 4 188 188 208 564 FASC Task #45

MH-2-3 Bldg. 3422 Schedule 80 1 4 71 71 91 213 N/A

MH-2-3 Bldg. 3423 Schedule 80 1 4 109 109 129 327 N/A

MH-2-3 Bldg. 3425 Schedule 80 1 4 81 15 96 116 288 N/A

New HH-3571-1 Bldg. 3571 Schedule 80 2 4 3 40 86 106 258 N/A

New HH-3571-1 Bldg. 3572 Schedule 80 1 4 12 117 44 173 193 519 N/A

New-HH-3571-1 Bldg. 3574 Schedule 80 1 4 10 25 39 74 94 222 N/A

New-HH-3571-1 New-HH-3570 Schedule 80 1 4 5 246 251 271 753 N/A

New HH-3570 Bldg. 3570 Schedule 80 1 4 46 46 66 138 N/A

New HH-3571-1 Bldg. 3577 Schedule 80 1 4 46 46 66 138 N/A

MH-KS7-1M K-HH-UNK-1 Schedule 80 2 4 384 3 774 794 2322 FASC Task# 10

K-HH-UNK-1 K-HH-UNK-2 Schedule 80 2 4 325 75 800 820 2400 FASC Task# 11

K-HH-UNK-2 K-HH-UNK-3 Schedule 80 2 4 555 1110 1130 3330 FASC Task# 12

K-HH-UNK-3 K-HH-UNK-4 Schedule 80 2 4 51 170 442 462 1326 FASC Task# 13

K-HH-UNK-4 K-HH-UNK-5 Schedule 80 2 4 618 1236 1256 3708 FASC Task# 14

K-HH-UNK-5 K-HH-UNK-6 Schedule 80 2 4 649 1298 1318 3894 FASC Task# 15

K-HH-UNK-6 US MH-UNK-1 Schedule 80 2 4 117 106 446 466 1338 FASC Task# 16

US MH-UNK-1 Outdoor Nema Box # 1 Schedule 80 1 4 2 11 12 25 45 75 FASC Task# 17

Outdoor Nema Box# 1 Outdoor Nema Box# 2 Liquid Conduit 1 4 16 983 999 1019 FASC Task# 18

Outdoor Nema Box# 2 K-MH-UNK-1 Schedule 80 1 4 50 142 40 232 252 756 FASC Task# 19

K-MH-UNK-1 K-HH-UNK-7 Schedule 80 2 4 498 28 1052 1072 3216 FASC Task# 20

K-HH-UNK-7 K-HH-UNK-8 Schedule 80 2 4 585 24 1218 1238 3714 FASC Task# 21

K-HH-UNK-8 K-HH-UNK-9 Schedule 80 2 4 71 142 162 486 FASC Task# 22

K-HH-UNK-9 K-HH-UNK-10 Schedule 80 2 4 368 23 782 802 2406 FASC Task# 23

K-HH-UNK-10 K-HH-UNK-11 Schedule 80 2 4 390 780 800 2400 FASC Task# 24

K-HH-UNK-11 K-HH-UNK-14 Schedule 80 2 4 160 3 277 880 900 2700 FASC Task# 25

K-HH-UNK-14 K-HH-UNK-15 schedule 80 2 4 15 114 258 278 834 FASC Task# 26

K-HH-UNK-15 K-HH-UNK-16 Schedule 80 2 4 9 32 82 102 306 FASC Task# 27

K-HH-UNK-16 New HH-5002 Schedule 80 2 4 277 53 62 784 804 2412 FASC Task# 28

New HH-5002 Bldg. 5002 Schedule 80 1 4 5 211 216 236 708 N/A

New HH-5002 New HH-5004 Schedule 80 2 4 39 70 218 238 714 N/A

New HH-5004 Bldg. 5004 Schedule 80 1 4 7 53 28 88 108 324 N/A

New HH-5004 K-HH-UNK-17 Schedule 80 2 4 31 3 71 210 230 690 FASC Task# 29

K-HH-UNK-17 Bldg. 5003 Schedule 80 1 4 47 3 33 83 103 309 FASC Task # 48

K-HH-UNK-17 K-HH-UNK-18 Schedule 80 2 4 104 208 228 684 FASC Task# 30

K-HH-UNK-18 MH-109 Schedule 80 2 4 62 124 144 432 FASC Task #31

MH-109 MH-108 No New Ducts Needed/ Existing Pull string 89 109 327 N/A

MH-108 MH-107 No New Ducts Needed/ Existing Pull string 70 90 270 N/A

MH-107 MH-107-1 No New Ducts Needed/ Existing Pull string 98 118 354 N/A

MH-107-1 MH-107-2 No New Ducts Needed/ Existing Pull string 169 189 567 N/A

MH-107 MH-106 No New Ducts Needed/ Existing Pull string 51 71 213 N/A

MH-106 MH-105 No New Ducts Needed/ Existing Pull string 129 149 447 N/A

MH-105 MH-104 No New Ducts Needed/ Existing Pull string 69 89 267 N/A

MH-104 MH-103 No New Ducts Needed/ Existing Pull string 53 73 219 N/A

MH-103 MH-102 No New Ducts Needed/ Existing Pull string 70 90 270 N/A

MH-102 MH-101 No New Ducts Needed/ Existing Pull string 52 72 216 N/A

MH-108 Bldg. 5024 No New Ducts Needed 108 128 384 N/A

MH-109 Bldg. 5006 No New Ducts Needed 62 82 246 N/A

MH-109 Bldg. 5001 No New Ducts Needed 118 138 414 N/A

MH-107-1 Bldg. 5009 No New Ducts Needed 17 37 111 N/A

MH-107-1 Bldg. 5005 No New Ducts Needed 89 109 327 N/A

MH-107-2 Bldg. 5007 No New Ducts Needed 92 112 336 N/A

MH-107-2 Bldg. 5022 No New Ducts Needed 85 105 315 N/A

Bldg. 5022 Bldg. 5015 No New Ducts Needed 51 71 213 N/A

MH-105 Bldg. 5000 No New Ducts Needed 23 43 129 N/A

MH-102 Bldg. 5014 No New Ducts Needed 59 79 237 N/A

MH-101 Bldg. 5025 No New Ducts Needed 120 140 420 N/A

0 0

0 0

Totals: 29115 31195 85896 image10.emf

Microsoft_Excel_Worksheet2.xlsx

OSP DUCT INFRASTRUCTURE

DAEGU AIR BASE REPUBLIC OF KOREA

NEW OSP DUCT INFRASTRUCTURE

Source Bldg#/ManHole/HandHole Destination Bldg#/ManHole/HandHole Schedule 40 /Schedule 80 /Metal EMT Quantity of Ducts Size of Duct (inches) Normal Soil Distance (ft.) Concrete Distance (ft.) Asphalt Distance (ft.) Total Distance (ft.) Pull Tape in Ducts Distance (ft.) 3 X 3" Tracer Wire Maxcell Distance (ft.) FASC TASK #

MH-1 MH-K5M No New Ducts Needed 183 203 549 FASC Task # 32

MH-K5M MH-K6M No New Ducts Needed 391 411 1173 FASC Task # 33

MH-K6M Korean HH UNK No New Ducts Needed 66 86 198 FASC Task # 34

Korean HH UNK MH-KC4M No New Ducts Needed 59 79 177 FASC Task # 35

MH-KC4M HH-900B Schedule 80 2 4 212 31 55 596 616 1788 FASC Task # 36

HH-900B Bldg. 901 Schedule 80 2 2 46 92 112 276 N/A

HH-900B Bldg. 911 Schedule 80 2 2 85 5 180 200 N/A

HH-900B Bldg. 905 No New Ducts Needed 2 2 64 84 N/A

HH-505 Bldg. 429 Schedule 80 1 4 3 43 46 66 138 N/A

MH-KS1-1M New HH-506 Schedule 80 2 4 34 84 236 256 708 FASC Task # 2

New HH-506 HH-502 Schedule 80 2 4 238 476 496 1428 N/A

HH-502 New HH-469 Schedule 80 2 4 169 38 414 434 1242 N/A

New HH-469 HH-470A Schedule 80 2 4 24 97 242 262 726 N/A

New HH-469 New HH-438 Schedule 80 2 4 355 710 730 2130 N/A

New HH-438 MH-1A-4 Schedule 80 2 4 22 55 154 174 462 N/A

New HH-438 MH-KS6M Schedule 80 2 4 14 133 48 390 410 1170 FASC Task #3

MH-KS6M MH-4 Schedule 80 2 4 202 112 628 648 1884 FASC Task #4

MH-4 MH-118 Schedule 80 2 4 69 9 24 204 224 612 FASC Task #5

MH-4 MH-KS7-1M Schedule 80 2 4 24 42 132 152 396 FASC Task # 37

MH-KS7-1M HH-KS7-1H Schedule 80 2 4 15 30 50 90 FASC Task # 38

HH-KS7-1H New HH-115 Schedule 80 2 4 168 336 356 1008 FASC Task # 39

New HH-115 New HH-140 Schedule 80 2 4 24 86 220 240 660 N/A

New HH-115 New HH-106 Schedule 80 2 4 232 70 604 624 1812 N/A

New HH-106 Bldg. 106 Schedule 80 1 4 17 17 37 51 N/A

New HH-106 New HH-125 Schedule 80 2 4 113 226 246 678 N/A

New HH-125 Bldg. 125 Schedule 80 1 4 116 78 194 214 582 N/A

New HH-125 HH-K200 Schedule 80 2 4 152 3 310 330 930 FASC Task # 40

HH-K200 New HH-200A Schedule 80 2 4 35 5 80 100 240 FASC Task # 41

New HH-200A Bldg. 200 Schedule 80 2 4 13 26 46 78 N/A

New HH-200A Bldg. 202 Schedule 80 1 4 23 23 43 69 N/A

New HH-200A New HH-202 Schedule 80 2 4 145 88 466 486 1398 N/A

New HH-202 New HH-210B Schedule 80 2 4 90 40 260 280 780 N/A

New HH-210B New HH-210A Schedule 80 2 4 15 86 202 222 606 N/A

New HH-210A HH-210 Schedule 80 2 4 47 94 114 282 N/A

New HH-210B Bldg. 212 Schedule 80 2 4 191 5 21 434 454 1302 N/A

New HH-202 New HH-201A Schedule 80 2 4 155 310 330 930 N/A

New HH-201A New HH-201 Schedule 80 2 4 17 115 264 284 792 N/A

New HH-201 Bldg. 201 Schedule 80 2 4 33 66 86 198 N/A

HH-K200 HH-K119 Schedule 80 2 4 6 41 94 114 282 FASC Task # 42

HH-K119 Bldg. 119 Schedule 80 1 4 34 10 44 64 132 FASC Task # 43

MH-1 MH-KS1-1M No New Ducts Needed/ Existing Pull string 69 89 207 FASC Task # 1

MH-KS1-1M MH-KS1M No New Ducts Needed/ Existing Pull string 68 88 204 FASC Task # 6

MH-KS1M MH-2-2 Schedule 80 2 4 176 35 51 524 544 1572 FASC Task # 7

MH-2-2 MH-2-3 Schedule 80 2 4 170 340 360 1020 N/A

MH-2-3 New MH-3751 Schedule 80 2 4 331 10 38 758 778 2274 FASC Task #8

New MH-3751 Bldg. 3751 Schedule 80 2 4 41 82 102 246 N/A

New MH-3751 HH-KS2-3-2H Schedule 80 2 4 182 23 410 430 1230 FASC Task #44

HH-KS2-3-2H Pole P-O Schedule 80 1 4 188 188 208 564 FASC Task #45

MH-2-3 Bldg. 3422 Schedule 80 1 4 71 71 91 213 N/A

MH-2-3 Bldg. 3423 Schedule 80 1 4 109 109 129 327 N/A

MH-2-3 Bldg. 3425 Schedule 80 1 4 81 15 96 116 288 N/A

New HH-3571-1 Bldg. 3571 Schedule 80 2 4 3 40 86 106 258 N/A

New HH-3571-1 Bldg. 3572 Schedule 80 1 4 12 117 44 173 193 519 N/A

New-HH-3571-1 Bldg. 3574 Schedule 80 1 4 10 25 39 74 94 222 N/A

New-HH-3571-1 New-HH-3570 Schedule 80 1 4 5 246 251 271 753 N/A

New HH-3570 Bldg. 3570 Schedule 80 1 4 46 46 66 138 N/A

New HH-3571-1 Bldg. 3577 Schedule 80 1 4 46 46 66 138 N/A

MH-KS7-1M K-HH-UNK-1 Schedule 80 2 4 384 3 774 794 2322 FASC Task# 10

K-HH-UNK-1 K-HH-UNK-2 Schedule 80 2 4 325 75 800 820 2400 FASC Task# 11

K-HH-UNK-2 K-HH-UNK-3 Schedule 80 2 4 555 1110 1130 3330 FASC Task# 12

K-HH-UNK-3 K-HH-UNK-4 Schedule 80 2 4 51 170 442 462 1326 FASC Task# 13

K-HH-UNK-4 K-HH-UNK-5 Schedule 80 2 4 618 1236 1256 3708 FASC Task# 14

K-HH-UNK-5 K-HH-UNK-6 Schedule 80 2 4 649 1298 1318 3894 FASC Task# 15

K-HH-UNK-6 US MH-UNK-1 Schedule 80 2 4 117 106 446 466 1338 FASC Task# 16

US MH-UNK-1 Outdoor Nema…