Amendment_0001_W91QVN-16-R-0022_ILS.docx
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- Instrument Landing System Federal contract opportunity
- Solicitation number
- W91QVN-16-R-0022
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Amendment to extend the closing date.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| OSAN_AB_Architectural_Compatibility_Plan.pdf | ||
| Amendment_0004.pdf | ||
| CE_graphics.docx | DOCX document | |
| Amendment_0003.pdf | ||
| W91QVN16R00220002_Extend_Closing_date.pdf | ||
| Conformed_Doc_Amend_0001_W91QVN-16-R-0022_ILS.docx | DOCX document | |
| ILS_Project_Drawing.pdf | ||
| Atachment_1_-__Offer_Breakdown.xls | XLS spreadsheet | |
| W91QVN-16-R-0022_ILS_Sol_Final.docx | DOCX document |
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W91QVN-16-R-0022
W91QVN-16-R-0022
Section SF 1449 - CONTINUATION SHEET
| ITEM NO |
| SUPPLIES/SERVICES |
| QUANTITY |
| UNIT |
| UNIT PRICE |
| AMOUNT |
| 1 |
| Job |
Instrument Landing System
FFP
The contractor shall provide all labor, tools, equipment, supplies and any other resources necessary to accomplish the scope of work contained herein and in accordance with the drawings, OMA specifications 2014, applicable documents under Technical Provisions II/Special Instructions, Technical Provisions III, and International Civil Aviation Organization (ICAO) standards as a turn-key project.
FOB: Destination
PURCHASE REQUEST NUMBER: F3J1GR5120A001
NET AMT
SOW
STATEMENT OF WORK
FOR
INSTALLATION OF INSTRUMENT LANDING SYSTEM ON RUNWAY 09L/27R AT OSAN AIR BASE
TECHNICAL PROVISIONS-I
1. GENERAL: The work to be performed for completion of this project shall be as described below and executed by the contractor
0. Work by Contractor: The contractor shall provide all labor, tools, equipment, supplies and any other resources necessary to accomplish the scope of work contained herein as listed below and in accordance with the drawings, sketches, OMA specifications 2014, and International Civil Aviation Organization (ICAO) standards. The contractor will provide a plan including technical specifications and all the drawings showing Instrument Landing System (ILS) and associated support equipment locations.
0. SCOPE OF WORK (SOW): The scope of this contract is to acquire one complete integrated Instrument Landing System (ILS) with two ILS Very High Frequency (VHF) Localizers (LOC), two ILS Ultra High Frequency (UHF) Glide Slope (GS), six Local Maintenance and Monitor Systems, six Remote Maintenance and Monitor System, and two sets of spare Localizer/Glide Slope including acquiring, integrating, fielding, testing, and certifying a CAT I ILS at Osan Air Base. The ILS system will be installed in accordance with International Civil Aviation Organization (ICAO) standards to include ICAO Annex 10 and Annex 14. This contract is considered a turn-key procurement which includes the acquisition of a CAT I ILS, associated system hardware and software, support equipment, infrastructures, operations and maintenance (O&M) training, manuals, and on-site maintenance needed to integrate the subsystems into an operationally safe, suitable and effective Instrument Landing System as determined by the government.
0. SCOPE OF ILS SYSTEM INSTALLATION
1. The installed system shall include two Localizer and Glide Slope antennas and the necessary accessory equipment for a complete integrated installation enabling 09L or 27R heading approach capabilities. The system shall be of a solid state design and each shall include an electronics subsystem, antenna system, shelter-to-antenna system cables, installation and interface kits, no-break battery backup system and necessary accessory items such as extender boards and cables and wattmeter elements.
1. The installed system shall meet ICAO Annex 10 standards.
1. The system shall all be microprocessor controlled and shall have been designed for ease of installation, high reliability, maximum attention to fail safe characteristics in all monitoring systems, enhanced system security, the minimum number of required control and telephone lines and maximum attention to equipment and personnel safety. Circuit breakers and fuses on AC and DC power lines and internal circuits shall offer maximum protection for the equipment. Surge suppression devices shall be installed in all electronic equipment shelters. The systems shall be designed around a “plug and play” philosophy to the maximum extent possible where replacement modules are automatically configured for their correct operating parameters when inserted in the system cabinet.
1. The Localizer and Glide Slope electronic subsystems shall consist of a Capture-Effect, dual transmitter, dual monitor configuration of a modular design. The all solid state systems shall be housed in an equipment shelter. The cabinets shall feature front access for all major components and may be designed in a hinged, swing out arrangement to allow access for installation and any rear mounted components.
1. The Localizer antennas shall consist of a wide aperture Log Periodic Dipole (LPD) array of the Capture- effect design. The antenna system shall be furnished with all antenna elements and frangible supports, centrally mounted Radio Frequency (RF) distribution/monitor combining unit, cable raceway, all coaxial feed and monitor cables, obstruction lighting and all civil and grounding kits needed for a complete installation. The array shall include integral monitoring pickup devices in each of the antenna elements. The antenna system shall include Antenna/ Feedline/ RF Distribution unit/ RF Combining unit, Fault monitoring circuitry, as well as provisions for generating a station alarm should any of the elements in the array become misaligned from its normal position. The design of the array shall meet ICAO standards.
1. The Glide Slope antennas shall be of the capture-effect design and utilize an array of three directional antennas mounted on a triangular steel tower with integral ladder. The system shall be furnished with antenna elements, transmitting tower, coaxial feed and monitor cables, obstruction lighting and all civil and grounding kits needed for a complete installation. The antenna system shall include integral monitoring using pickup devices in each of the array elements.
1. The Localizer and Glide Slope antennas shall each be provided with an electronic equipment shelter of fiberglass design. Each shelter shall be painted, IAW ICAO Annex 14 V1 AerodromeDesign and Operations Chapter 6.2. Each shelter shall be capable of withstanding wind loads of 100 mph in its installed condition. The shelters shall be equipped with thermostatically controlled air conditioning, heating, and ventilation equipment and shall be completely wired including interior and exterior lighting with switches, electrical outlets, circuit breaker panel, and power line surge suppression equipment. All installation and grounding accessories shall be included with each shelter. In addition, a VHF communications antenna shall be furnished with each shelter for use during Flight Inspection activities.
1. An integral monitoring system shall be incorporated in the Localizer and Glide Slope antennas to provide fault detection by monitoring the transmitted navigation signals and initiating automatic station transfer/shutdown action in the event of an out-of-tolerance condition. Dual, parallel monitoring channels shall be included for the measurement of signal parameters. Remote Maintenance Monitoring (RMM) system shall include independently adjustable executive and maintenance alarm indications. Independently adjustable pre-alarm (maintenance alert) indications shall be included for all executive monitoring parameters. Integrity of the Monitors shall be assured by certification testing using a built-in Test Generator. The monitoring system shall include a bypass capability to disable the automatic station control action during adjustment and maintenance. Front panel amber "bypass" and "alarm" lights shall be included to identify when the monitor channels are bypassed or are in an alarm condition. All monitored and internally measured system parameters shall be available for display via a station RS-232 communications port and a Portable Maintenance Data Terminal (PMDT). The parameters shall also be available remotely through the Remote Maintenance Monitoring system.
1. The Localizer and Glide Slope station control systems shall provide for manual control of the stations during maintenance operations and for automatic control during unattended operation. The following features shall be provided as a minimum:
8. Local on/off control and status indication of the transmitting equipment.
8. Selection of which transmitter operates as Main and which operates as Standby.
8. Monitor bypass capability with indications for the Main and Standby Transmitter monitoring systems.
8. Provisions for either Local or Remote control of the transmitting equipment.
8. System reset capability.
8. Automatic transfer capability from the Main to the Standby transmitting equipment in the event of an alarm condition.
8. Automatic station shutdown following transfer to the standby transmitting equipment should the station remain in an alarm condition.
8. Two automatic station restart attempts following shutdown for the Localizer and Glide Slope stations; the first after an adjustable time delay period of 20 to 60 seconds and the second after a fixed delay of 5 minutes.
8. Automatic station transfer to and from the no-break standby battery system in the event of a primary AC power failure and subsequent restoration, and automatic turn-on following restoration of primary AC power should the standby battery system be depleted. The batteries shall automatically recharge on restoration of primary power.
8. Built in Wattmeter with selectable inputs, including forward / reverse powers for the main transmitter, and forward powers for the standby transmitter.
1. The integral Remote Maintenance Monitoring (RMM) system shall operate in conjunction with the Control System above and shall permit remote monitoring, control, data recording and certification of proper operation of the Localizer and Glide Slope subsystems. The RMM shall provide the following key functions:
9. System control
9. Adjustment of system operating parameters
9. Monitoring of system performance and certification parameters
9. Adjustment of all alarm and alert monitoring limits
9. Monitor Certification through the system test generator
9. Storage of monitor alert and alarm data
9. System Diagnostics
9. Monitoring of routine maintenance parameters
9. Monitoring of environmental parameters including Intrusion detector, temperature and smoke sensors, obstruction lighting
9. Monitoring of Primary AC power applied to the system and Standby Battery Voltage and Current.
1. A Remote Control and Status Unit (RCSU) shall be installed in the Bldg 870 Radar Approach Control (RAPCON) equipment room and shall provide for ON/OFF Control, system reset and status indications for the installed ILS components. The system shall interface over a single dedicated line or optional radio link to each of the Localizer and Glide Slope stations.
1. The ILS system shall operate in a fixed, sheltered environment that meets the standard following temperatures from (-10 Celsius to +50 Celsius) while the antennas, and associated cables, connectors and mounting hardware will operate in an outdoor environment.
1. Applicable Documents: ICAO- Annex 10 Volume 1, International Standards and Recommended Practices Aeronautical Telecommunications Annex 10 to the convention on International Civil Aviation.
0. GENERAL SYSTEM SPECIFICATIONS
0. System Power Requirements
2.2.1.1 Primary Power 120/240 V AC ±15%, 47-66 Hz.
2.2.1.2 Localizer/Glide Slope Standby Power shall be of the no-break battery backup design with a charger to provide a minimum of six (6) hours operation in the event of an AC line failure. The charger must restore the batteries to full capability from a 50% discharge condition in eight (8) hours or less. The batteries are to be of the sealed lead acid design.
0. Mechanical Requirements
1. Localizer and Glide Slope Transmitters; to be of a single cabinet design.
0. Localizer and Glide Slope System Technical Specifications
2. The baseline Category I ILS technical specifications will be derived from ICAO Annex 10 Volume 1 Chapters 2 and 3. This section will address any specification that ICAO recommends. In general, the ILS systems will implement the ICAO recommendations. All technical specification questions must be resolved in the design phase, including any discrepancies between ICAO standards and this document.
2. At a minimum, the ILS system will meet ICAO Category I performance criteria.
2. Install an interlock device that ensures that only the localizer serving the approach direction in use radiates.
2. In addition to the guidance in Chapter 3 the VHF Localizer will implement the following ICAO recommendations:
2. The localizer modulating tones shall be 90 Hz and 150 Hz plus or minus 1.5 per cent.
2. The probability of not radiating false guidance signals should not be less than 1-1.0x10-7 in any one landing.
2. The probability of not losing the radiated guidance signal should exceed 1-4x10-6 in any period of 15 seconds (equivalent to 1,000 hours mean time between outages).
2. In addition to the guidance in Chapter 3 the UHF glide slope will implement the following ICAO recommendations:
7. The ILS glide slope angle will be 3 degrees.
7. The height of the ILS reference datum shall be 15m (50 ft). A tolerance of plus 3 m (10 ft) is permitted.
7. The glide slope modulating tones shall be 90 Hz and 150 Hz plus or minus 1.5 per cent.
7. Undesired frequency and phase modulation on ILS glide slope radio frequency can affect displayed difference in depth modulation (DDM) values in localizer receivers should minimize to the maximum extent practical.
7. The probability of not radiating false guidance signals should not be less than 1-1.0x10-7 in any one landing.
7. The probability of not losing the radiated guidance signal should exceed 1-4x10-6 in any period of 15 seconds (equivalent to 1,000 hours mean time between outages.
2.3 SCOPE OF COMMUNICATION INFRASTRUCTURE INSTALLATION
0. Remove all debris originated from the work and clean up the job site.
0. Install two localizer antennas, one at each end of runway 09L/27R, in accordance with site survey specifications and technical guidance.
0. Install two triangular steel towers with integral ladder and attach glide slope antennas in accordance with site survey specifications and technical guidance.
0. Install and connect all associated allied support equipment (generators and fuel tanks) and HVAC systems in accordance with site survey specifications and technical guidance.
0. Calibrate localizer and glide slope equipment to pass Flight Inspection in accordance with ICAO technical specifications.
0. Apply painting/coating/weatherproofing to equipment in accordance with technical specifications.
0. Install Remote Control Status Unit (RCSU) System in Radar Approach Control Facility in Building 870.
0. Connect RCSU to ILS equipment on the airfield and ensure connectivity and proper functionality.
0. Connect allied support equipment and HVAC systems to ILS system and ensure connectivity and proper functionality.
0. SCOPE OF ALLIED SUPPORT INFRASTRUCTURE INSTALLATION
0. CIVIL WORKS
0. Provide five (5) ea concrete pads for transformer, generator, fuel tank, glide slope antenna, shelter for East Glide Slope.
0. Provide five (5) ea concrete pads for transformer, generator, fuel tank, glide slope antenna, shelter for West Glide Slope.
0. Provide four (4) ea concrete pads for transformer, generator, fuel tank, shelter for East Localizer.
0. Provide four (4) ea concrete pads for transformer, generator, fuel tank, shelter for West Localizer.
0. Provide two (2) ea concrete footings with anchor bolts, frangible couplers for East and West Localizer Antenna Arrays.
0. ELECTRICAL WORKS
1. East Localizer
| 0. | Provide pad mount transformer 2ph, 60Hz, 13.8kV-208/120V, 50kVA loop type. |
| 0. | Provide generator with automatic transfer switch (ATS) . |
| 0. | The disconnect switch (1) 100A, NEMA 3R enclosure will be installed for main disconnect mean. |
| 0. | The safety switch 2P, 240V, 60A with NEMA 3R enclosure will be installed. |
| 0. | Install the ductbank with PVC conduit and concrete encasement for high voltage of the transformer primary section. |
| 0. | Install the PVC SCH 40 conduit 1”, 2” and 4”. |
| 0. | Install the Rigid Galvanized Steel conduit 1”, 2” and 4”. |
| 0. | Run “THW” #12, #10, #2AWG and “USE-2” #4AWG. |
| 0. | Run “XLPE” 15kV, #1AWG for transformer primary section. |
| 0. | Provide ground rod and bare copper wire for the grounding of the equipment. |
0. West Localizer
| 0. | Provide pad mount transformer 2ph, 60Hz, 13.8kV-208/120V, 50kVA loop type . |
| 0. | Provide generator with ATS. |
| 0. | The disconnect switch (1) 100A, NEMA 3R enclosure will be installed for main disconnect mean. |
| 0. | The safety switch 2P, 240V, 60A with NEMA 3R enclosure will be installed. |
| 0. | Install the ductbank with PVC conduit and concrete encasement for high voltage of the transformer primary section. |
| 0. | Install the PVC SCH 40 conduit 1”, 2” and 4”. |
| 0. | Install the Rigid Galvanized Steel conduit 1”, 2” and 4”. |
| 0. | Run “THW” #12, #10, #2AWG and “USE-2” #4AWG. |
| 0. | Run “XLPE” 15kV, #1AWG for transformer primary section. |
| 0. | Provide ground rod and bare copper wire for the grounding of the equipment. |
0. East Glide Slope
| 0. | Provide pad mount transformer 2ph, 60Hz, 13.8kV-208/120V, 50kVA loop type. |
| 0. | Provide generator with ATS. |
| 0. | The disconnect switch (1) 100A, NEMA 3R enclosure will be installed for main disconnect mean. |
| 0. | The safety switch 2P, 240V, 60A with NEMA 3R enclosure will be installed. |
| 0. | The raceway will be provided with PVC conduit and rigid steel conduit. |
| 0. | The conductor will be provided with various size. |
| 0. | Provide ground rod and bare copper wire for the grounding of the equipment. |
0. West Glide Slope
| 1. | Provide pad mount transformer 2ph, 60Hz, 13.8kV-208/120V, 50kVA loop type. |
| 1. | Provide generator with ATS. |
| 1. | The disconnect switch (1) 100A, NEMA 3R enclosure will be installed for main disconnect mean. |
| 1. | The safety switch 2P, 240V, 60A with NEMA 3R enclosure will be installed. |
| 1. | The raceway will be provided with PVC conduit and rigid steel conduit. |
| 1. | The conductor will be provided with various size. |
| 1. | Provide ground rod and bare copper wire for the grounding of the equipment. |
TECHNICAL PROVISIONS - II
SPECIAL INSTRUCTIONS
1. APPLICABLE SPECIFICATIONS AND GUIDE: The project shall comply with following specifications, criteria, and standards.
0. "2014 OMA SPECIFICATION - Korea", dated 27 January 2014 and the "STANDARD DETAIL DRAWINGS for OMA Projects" dated 1 October 2003 issued by the Department of the Army, Installation Management Agency, Korea Region Office. The most current specifications and standard drawings are available at the CENM, Engineering Flight, 51st Civil Engineer Squadron, Osan AB, Unit 2129, APO AP 96278-2129 and also are located on the web Page http://www.usfk.mil/usfk/hot-topic.contract.with.usfk.697
0. All procured or manufactured project equipment, installation processes, and project details shall meet or exceed International Civil Aviation Organization (ICAO) standards and shall comply with “International Standards and Recommended Practices; Aeronautical Telecommunications; Annex 10 to the Convention on International Civil Aviation; Volume One” dated July 1996 (Incorporating Amendments through November 2005).
0. “Osan AB Architectural Compatibility Plan (Osan AB ACP)” dated 01 January 2009 by the 51st Civil Engineer Squadron. The most current version is available (for referral purposes only) at the CENMP, Engineering Flight, 51st Civil Engineer Squadron, Osan AB.
0. All equipment siting shall be in accordance with Unified Facilities Criteria 3-260-01 “Airfield and Heliport Planning and Design” dated November 2008.
1. SPECIAL REQUIREMENTS:
1. The government shall provide the maps with existing conditions of infrastructures and the contractor shall furnish all the drawings which will be required for this project execution. The drawings shall be prepared as half size (Approx. 11x17) electronic copies for easy reviewing. If the provided contract drawings do not match the existing field conditions when conducting site survey, the contractor shall submit the revised and new 100% drawings according to the actual field condition at no additional cost. This contract is considered a TURN-KEY procurement.
Drawing submission milestones after contract award
· Pre-design meeting: within 5 days after award
· 30% design drawing package submittal: within 10 days after award
· 60% design drawing package submittal: within 15 days after award
· 90% design drawing package submittal: within 20 days after award
· 100% design drawing package submittal: within 25 days after award
· Final site adapted drawing package submittal: within 30 days after completion
The Government shall take full ownership of the drawings and other technical data that are contained in the contractor’s proposal and as such that are generated during the performance of this project.
1. Contract performance of period: 180 calendar days after the Notice to Proceed (NTP) is issued.
1. Checking actual dimension, existing conditions, and location of existing structures will be contractor’s responsibility.
1. All construction activity of this project shall take place on the airfield. Contractor shall be aware that this will not be a normal working environment in the performance of this contract.
1. Construction activity must be coordinated through the Contracting Officer’s Representative (COR) and Airfield Management office.
1. The locations on project site plan drawings indicate approximate locations. Contractor shall develop the detailed location plan in accordance with the milestones stated in Technical Provision II, 2. Special Requirements, part iii and submit for government approval before commencing work in an easily read digital format such as pdf. Detailed location plan shall include the locations for each piece of equipment such as Antenna, Transformer, Fuel Tank, Generator, and Shelter with its content.
1. Contractor shall be responsible for site restoration where the area is disturbed or damaged by contractor’s construction activities as determined by the government.
1. Underground Utilities Markings: The Contractor shall coordinate with base agencies through the COR at a minimum of ten (10) calendar days ahead to ensure markings are placed over existing base infrastructure prior to digging or horizontal directional boring and shall take precautions to protect existing infrastructure. The Contractor is responsible, as determined by the government, for repair of any damage caused during installation when the infrastructure is clearly marked. The Contractor is responsible for maintaining all markings and for ensuring AF Form 103 (Dig Permit) remains current.
1. Labeling: The Contractor shall label all equipment and cables they install and cables identified for re-use in accordance with ANSI/TIA-606-A-2002 and as directed by the COR. New ducts shall be permanently labeled on the wall of each building/manhole indicating the connecting building/maintenance hole at the other end of the duct (for example, “To MH-200”). The cover of all new fiber optic distributions (FODPs) shall be labeled to conform to the system used by local maintenance personnel to identify FODPs that terminate fiber. If the FODP manufacturer has not identified the sequence in which the ports are counted, the Contractor shall provide designation labels/strips to identify the sequence in which the ports are counted.
Example: FODP 1622
FO 3109-1622, 1-12
1. Cable Tags: All tags shall be permanently labeled, easily visible and corrosion resistant. Install cable tags in all maintenance holes/hand-holes, cable vaults, pull boxes and building entrance terminal locations. When cables pass through a maintenance-hole, put a tag on the cable, approximately 2 feet from each duct entrance. Information on the cable tag shall identify cable by size, type, cable number and count. Tagging and labeling of new cables shall be IAW the following:
A36L8.3F FO 699-871, 1-12
FO 699-872, 13-24
FO 699-HH OS21-6F, 25-36 Dark Line One: A = Armored Sheath (otherwise leave blank) 36 = Fiber Count. L = Loose Tube Buffer or (T) Tight Tube Buffer. 8.3 = Single Mode. F = Filled core (otherwise leave blank)
1. Butterfly Drawings: The Contractor shall record and submit butterfly, cable path and building penetration drawing information for all new installations including butterfly drawings for all Maintenance Holes, hand-hole and pull-boxes that contain fiber optic cable. Drawings shall record the path and arrangement of fiber optic cables, splices, and the arrangement duct-banks, ducts, and inner-duct. Drawings shall be submitted in an easily read electronic format such as pdf. Scanned data sheets or legible sketches are acceptable if the listed information is provided in a professional format within 30 days of project completion.
1. As-Built Drawings: The Contractor shall submit red line drawings showing the “as-built” configuration in format specified by the COR through the 51CS/SCX project manager. The Contractor shall provide all items of their products including, but not limited to, Rack Elevation, Inside Cable Plant and Outside Cable Plant drawings and distribute within 30 days of project completion. Geospatial Deliverables: The Contractor shall collect and record geospatial data and provide as-built documentation (shape files) of all new installed Maintenance Hole and Ducting Systems (MHDSs) components and new cable components (including metadata) compatible with the Cyberspace Infrastructure Planning System (CIPS) Visualization Component (CVC) drawing system. Data points shall be recorded at the center of each manhole/handhole lid and at intervals not to exceed 25 feet along cable routes. Sufficient data points shall be recorded to capture any change in direction along the route. The government will review the shape files in CVC and transcribe the information to the CVC system. Shape files shall be delivered within 30 days of project completion in an easily read electronic format such as pdf.
Factory Acceptance Test (FAT): The contractor shall complete the FAT and provide the results to the administration for approval. The administration approval must be obtained prior to shipment. Provisional acceptance encompasses two phases:
1. Temporary Acceptance: The contractor shall notify the COR when the system is ready for temporary acceptance. The contractor will present all applicable information to the government for approval. Once the government’s approval is obtained, the Flight Acceptance Test phase will begin.
1. Flight Acceptance Test (FLAT): The FLAT will be carried out by the contractor’s flight check aircraft team.
1. The contractor shall provide an engineer to the site to provide technical support during the FLAT.
1. The inspection team will perform tests in accordance with ICAO Document 8071 and ICAO Annex 10.
1. If the installed system fails the FLAT, the contractor is responsible for remedial actions.
1. FLAT duration shall not exceed 25 hours of flight time per system, flight time in excess of this will be charged to the contractor.
1. The contractor should note that the flight test could be delayed due to military operations, weather conditions, or the flight test center’s schedule at no additional cost to the government.
1. The FLAT will utilize the on-station Distance Measuring Equipment (DME) which will be Government furnished. The contractor shall not purchase/install a DME system on this contract.
Site Acceptance Test (SAT): The SAT consists of a performance test and inspection of quality in the 21 days following the successful completion of the FLAT. The SAT is performed after the whole system is installed to verify specified performance of the entire system and shall include precise tests and evaluations of operational status of the system. The SAT shall be performed by confirming normal operation at the commissioning test period.
1. The contractor shall prepare items to be checked and tested during the SAT and shall submit three copies of the data to the government not later than one month before the start date of the SAT.
1. Data to be prepared shall include the following items:
1. Site acceptance test time schedule
1. A Check list and formats for the SAT
1. SAT procedures
1. References and books related with technology and software
1. Test equipment, tools and spare parts
1. Software
1. Unsatisfactory SAT: Should any part of the site acceptance test be declared unsatisfactory by the government, the contractor shall replace the disqualified part or component with a satisfactory one. The replacement shall be carried out until the completion date of the equipment installation.
TECHNICAL PROVISIONS – III
SPECIAL CONDITION
It is the responsibility of the prime contractor to have all the appropriate registration and certifications in accordance to the local laws and guidance required by the Korean government in the performance of the statement of work. This is inclusive of all personnel and subcontractors.
1. LOCATION OF WORK: Work to be performed under this contract will be on and around the runway 09L/27R in Osan Air Base, Korea.
1. WORKING HOURS: Work to be performed under this contract shall be performed between the hours of 0700 and 1700, Monday through Friday, exclusive of Saturdays, Sundays, and holidays. Extended work hours, Saturday, Sunday, or holiday work may only be performed with written approval of the Contracting Officer’s Representative (COR). Request for extended work hours, Saturday, Sunday, or holiday work will be processed with the COR no later than 1200 hours, one and a half (1-1/2) days prior to the requested work day.
1. ALERTS: During military alerts or special operations, the contractor may not be authorized on base or in the work site.
1. PROJECT MANAGER: The contractor shall submit a letter of recommendation for the project manager at least three (3) calendar days prior to the pre-construction conference. The project manager must fully understand the specifications and drawings of the contract, and he/she must be able to read and converse fluently in English. If, during the course of the contract it is determined by the government that the project manager cannot meet these requirements, the Contracting Officer (KO) will be notified to stop the work until such time that a competent replacement can be found. The project manager or an alternate representative, designated in writing to the COR, who is fluent in English will be available at the work site at all times to coordinate with representatives of the U. S. Government.
1. DAILY REPORTING: It shall be the responsibility of the contractor to contact the COR or project inspector on daily or weekly basis. Frequency of report to COR or project inspector will be made during preconstruction meeting. The contractor shall provide the COR or project inspector with a daily report detailing the work which is being accomplished at the work site.
1. NOTIFICATION OF INSPECTIONS: Prior to starting work at the work site, the contractor shall advise COR with the actual date that the contractor intends to start work. The contractor shall also give the COR or project inspector no less than a two (2) work day notice prior to each concrete placement, asphalt placement, field test, protective coating, or any other work deemed necessary by the COR or project inspector. The contractor shall also give at least a seven (7) work day written notification of the pre-final and final inspections.
1. AS-BUILT DRAWINGS: The contractor shall be responsible to provide a complete set of As-Built drawings to the U. S. Government. When all drawing updates (if any) have been made, the COR will notify the KO so that the final payment may be released. Up to five (5%) percent of the total contract amount may be withheld pending completion of As-Built drawings. The contractor shall provide the COR with the As-Built drawings for review and acceptance.
1. CONTRACTOR’S EQUIPMENT: All contractor equipment used in the performance of this contract shall be subject to a functional and safety inspection(s) at any time by the COR in accordance with U. S. Air Force Safety Regulations and EM 385-1-1. U. S. Army Corps of Engineers Safety and Health Requirements Manual. Any equipment found not to be functional or safe shall be either repaired, replaced, or removed from the worksite by the contractor.
1. MATERIAL COMPLIANCE: The contractor shall be responsible to ensure that all materials used in the performance of the contract meet the specifications and requirements of this contract. Material(s) not meeting the specifications or not approved on AF Form 3000, Material Approval Submittal shall not be transported to the worksite. The Contractor shall be submit all AF Form 3000s to the COR for review and forward to the KO for approval. There will be no payment for any work that has incorporated materials not approved or work that has been built on materials not approved. All material(s) shall be new and the standard product of a manufacturer who is regularly engaged in the manufacturing of such products. Any materials used in the performance of this contract not approved on an AF Form 3000 shall be removed and replaced, at the expense of the contractor, and not the U. S. Government.
1. CONTRACTOR-FURNISHED MATERIAL AND CONTRACTOR-FURNISHED EQUIPMENT (CFM/CFE): All CFM/CFE, including construction equipment, shall not be permitted to enter Osan Air Base unless each item is approved on a DD Form 1149, Requisition and Invoice/Shipping Document. The contractor shall be responsible to notify the COR at least three (3) work days prior to the arrival of, or removal of, any CFM/CFE at Osan Air Base.
1. CONTRACTOR’S FACILITIES: None.
1. AF FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST: Prior to starting any work, it shall be the responsibility of the contractor to have a valid AF Form 103, Base Civil Engineering Work Clearance Request in his possession. No work will be performed under this contract without a valid AF Form 103 in the contract’s possession. Request for a Base Civil Engineering Work Clearance Request shall be submitted to the COR a minimum of ten (10) calendar days prior to starting any work under the terms of this contract.
1. UTILITIES: All reasonable quantities of water and electricity necessary to perform the requirements of this contract shall be furnished to the contractor at no charge. Temporary connections shall be made and removed at the contractor’s own expense. Experienced craftsmen shall make all connections and they shall be coordinated with the chief of 51st Civil Engineer Squadron Construction Management Section. The contractor shall pay for all costs to repair utility lines damaged by the contractor.
1. SAFETY: In addition to requirements specified in the General Provisions, AFR 127-100 (chapters 3 to 7 and 10 to 12, with applicable attachments, figures, and tables) shall be complied with. All AFOSH standards (AFR 161- 1 to 161-10) shall be complied with as applicable. The contractor shall also comply with applicable sections of EM 385-1-1, U. S. Army Corps of Engineers Safety and Health Requirements Manual.
1. FIRE PROTECTION: The contractor shall be responsible to comply with the provisions of the Base Fire Protection Program, 51 FWI 32-2001. The contractor shall provide suitable fire extinguishers at any material storage area constructed by the contractor as well as at the work site(s). The contractor shall also be responsible to ensure that all contractor employees understand that there will be no smoking inside of any U. S. Government facility, at any time, during performance of work under this contract. The COR shall be responsible to identify to the contractor the designated smoking area for the contractor’s employees prior to starting any work. The contractor will ensure that all contractor employees are aware of the designated smoking area and shall ensure that all contractor employees use the designated smoking area. Any contractor employee found smoking in any U. S. Government facility, at any time, will be removed from the work site by the COR. The COR shall also notify the KO of the removal of any contractor employee for violation of the no smoking policy.
1. BURNING/WELDING OPERATIONS: The contractor shall be responsible to obtain a burning/welding permit prior to any burning or welding operation. The contractor shall notify the COR not less than five (5) work days prior to such operations and shall return the permit to the U. S. Government inspector at the completion of the permit period.
1. VERIFICATION OF ACTUALITIES: It shall be the responsibility of the contractor to visit the worksite and thoroughly familiarize himself with all details of the work and working conditions. In the event that any field changes are required due to discrepancies between the contract drawings and actualities, it shall be the responsibility of the contractor to submit shop drawings of the required field change(s). The contractor shall submit these shop drawings to the COR for approval. The contractor shall not be authorized to perform any field changes without proper notification from the KO.
1. HOUSEKEEPING: It shall be the responsibility of the contractor to ensure that the work site is kept clean on a daily basis. This cleaning will include, but is not limited to, removing trash, waste products from construction (such as old floor tile, gypsum wallboard, wood doors, ceiling tile, lights, dirt, trash, etc.) and any other materials which may present a safety hazard, a health hazard, or an unsightly condition at the worksite. It shall be the contractor’s responsibility to remove this trash from the installation daily. The contractor shall dispose of this trash, at the contractor’s own expense, off-base, and in compliance with existing Korean Environmental Laws and Regulations.
1. BASE PASSES: The contractor shall be required to obtain base passes to Osan Air Base to perform the requirements of this contract. The contractor shall be responsible to submit a base pass request no later than five (5) calendar days after award of this contract. It should be noted that it can take longer than 30 days, especially if they are initial passes which can take 4-6 weeks or more, plus vehicle passes which take another 4 weeks approximately after the base passes are obtained. It shall be the responsibility of the contractor to prepare the necessary base pass paperwork to include USFK Form 82, USFK Form 225 EK, family history register, local register, etc. for each individual requiring access to Osan Air Base. The contractor shall also be authorized to receive vehicle passes for each of the contractor’s vehicles used in the performance of the requirements of this contract. It shall be the responsibility of the contractor to prepare the necessary paperwork to include USFK Form 195, vehicle registration, vehicle insurance, copy of driver’s license, etc. for each vehicle requiring access to Osan Air Base. The contractor shall prepare a cover letter listing each individual, skill, escort privileges, vehicle type, vehicle registration number, etc. The contractor shall also provide the COR with two (2) copies of this request letter, with carbons, to include the top copy with original signatures. Escort privileges will only be authorized to company officials and the site superintendent and the Site Foreman. No other individual will be authorized escort privileges. The contractor shall not be authorized to perform any portion of the contract requirements until such time that the contractor has processed the necessary base pass paperwork for entry onto Osan Air Base. The COR shall not provide or be responsible to provide the contractor with escorts during performance of any part of this contract. All of the above documents shall be turned in to the COR for processing with the 51st Security Forces.
1. EMPLOYEE QUALIFICATIONS: It shall be the responsibility of the contractor to employ individuals capable of performing any type of work that may require special training or qualification under the terms of this contract.
1. CONTRACTOR EMPLOYMENT: The contractor shall employ no person who has been suspended, debarred, or is otherwise ineligible to obtain a U.S. Government Contract.
1. INVOICING: Seven (7) work days prior to submitting any invoice(s), it shall be the contractor’s responsibility to provide the COR with a written letter designating the authorized individual to submit invoices and receive payments under the term of this contract.
1. PRE-CONSTRUCTION CONFERENCE: It shall be the responsibility of the contractor to contact the COR within five (5) work days after award of this contract. The COR shall then schedule a pre-construction conference within three (3) work days with the using agency and any other base agencies having a direct impact by the work being performed by the contractor under the terms of this contract. Failure on the contractor’s part to contact the COR within five (5) working days after award of this contract may result in termination of this contract.
1. REPAIR WORK: It shall be the contractor’s responsibility to repair all areas of patch work to match existing areas. This work will include all areas inside of the facility as well as any other areas that the contractor may have damaged during performance of work under the terms of this contract.
1. TEMPORARY SECURITY MEASURES: Whenever a facility or area is breached to perform work, it shall be the contractors responsibility to provide temporary measures in order to assure security is maintained at the appropriate levels that existed prior to construction.
1. CONTRACTOR’S RESPONSIBILITIES: It shall be the responsibility of the contractor to have full control of all contractor personnel during performance of work under the terms of the contract. Only the KO has the authority to direct any additional work, direct any change or modify and solicit any cost proposal for this contract. The contractor shall report to the COR and KO immediately anyone requesting any changes, modifications or additional work. In addition, it is the contractor’s responsibility to verify the measurements provided in these documents and comply with items in as well as any local regulations concerning this type of work. Contractor shall be responsible for clean-up and disposal of all work related debris as well.
1. PROGRESS SCHEDULE: It shall be the responsibility of the contractor to prepare and submit Critical Path Method (CPM) progressive schedule based on Section 01 32 01. 00 10 of OMA specification 2014. Two (2) versions of Progressive schedule shall be submitted; ‘Preliminary Project Schedule’ within five (5) calendar days after Notice to Proceed is issued; ‘Initial Project Schedule’ within thirty (30) calendar days after Notice to Proceed is issued. The contractor shall be responsible to break down the significant elements of work so they can be easily identified.
1. SITE VISIT: It shall be the responsibility of the contractor to be familiar with the scope of work and work site conditions prior to submitting a proposed bid for this contract. The 411th Contract Support Brigade(CSB) will establish and publish a site visit.
1. UTILITY OUTAGES/ROAD CLOSURES: It shall be the responsibility of the contractor to request, in writing, to the COR, a minimum of twenty-one (21) calendar days in advance for any water outage, electrical outage, or road closure. The contractor shall provide a requested date and estimated time for the water outage, electrical outage, or road closure. The COR shall be responsible for determining the impact of the water outage, electrical outage, or road closure. The COR shall also be responsible for the processing of the contractor’s request for a water outage, electrical outage, or road closure. Prior to the contractor performing any work for a water outage, electrical outage, or road closure, the contractor shall have written approval for the COR.
1. WASTE DISPOSAL
29. The Contractor is responsible for the proper handling and management of all hazardous waste and designated waste generated from work performed on Air Force property. The Contractor must store, document and transport hazardous waste and designated waste in accordance with Korea Environmental Governing Standards, the Osan AB Hazardous Waste Management Plan, and local Korean laws.
1. All hazardous waste will be managed, segregated, stored, transported, and disposed of in accordance with the Osan AB Hazardous Waste Management Plan. All hazardous wastes will be disposed of through the Defense Reutilization and Marketing Office (DRMO), Osan AB HazWaste Shop (784-6508).
1. All drums (containers) used to store hazardous waste must be labeled with a bilingual hazardous drum label and a label that identifies the hazard class of the waste.
1. All drums used to store hazardous waste must be non-leaking, in good condition, and free from severe rusting, bulging, or structural defects. Drums that are rusty, dented, or leaky shall be over-packed. Drums and/or over-packs must be purchased by the Contractor. All drums purchased by the Contractor must conform to Performance Oriented Packaging (POP) standards.
1. Drums filled with hazardous waste must be inspected weekly. Completed inspections must be forwarded to the Environmental Office until the Contractor properly disposes of the drums, or until they are turned over to and accepted by Osan AB Environmental Office.
1. Hazardous waste must be stored in an authorized area. The area must provide security, spill response equipment, communication, fire equipment, and applicable signage.
1. Drums/Containers must be kept closed and securely fastened so as not cause a release except when adding or removing waste.
1. In the event the Contractor encounters unknown material/waste, work at the waste site, only, shall be stopped. The Contractor shall contact the Contracting Officer. Environmental, Bioenvironmental, and Safety will provide the contractor with approval to re-commence work in the area pending results from their investigations.
1. Lead based paint (LBP) contained in removal media (sand blast, chemical remover, chips) is hazardous waste and will be disposed of through the Defense Reutilization and Marketing Office (DRMO), Osan AB HazWaste Shop (784-6508).
29. Disposal of Electric Light Fixtures, Ballasts and PCB transformers
1. The Contractor shall segregate the light bulbs and ballasts by brand and type. Mercury containing light bulbs, including but not limited to, fluorescent, high intensity discharge, neon, mercury vapor, high pressure sodium, and metal halide lamps shall be turned in to Building 833 for collection and disposal.
1. Ballasts containing PCB’s shall be turned-in to PCB storage facility (Bldg 647) in a UN approved container.
1. Ballasts that do not contain PCB’s shall be disposed as scrap metal.
1. Removed PCB containing equipments shall be turned in to Osan AB PCB storage facility (Bldg 647). The contractor shall comply with UN Standards for Performance Oriented Packaging (POP) and any additional requirements established by DRMO. For example; PCB Transformers shall be set on drip pan large enough to hold 125% of the remaining liquid and crated by processed wood packaging materials IAW DoD Directive 4140.1.
1. Disposal of PCB items shall only be conducted through the servicing DRMO IAW DOD 4160.21-M. Disposal of PCBs within Korea requires coordination with and concurrence of appropriate Korean authorities.
29. Disposal of Construction and Demolition Debris:
1. Prior to final payment, the Contractor shall report the metrics for construction and demolition materials, including the total metric tons removed from the base and the total metric tons deposited in a landfill. The Contractor shall submit to the Qualified Recycling Program (QRP) Manager, legible copies, including English translation, of all delivery weight tickets at a landfill facility to show the total metric tons of all debris legally land- filled in accordance with all applicable regulations.
1. Any scrap metal, including metal structures, metal roofs, metal fuel tanks, metal railings, metal beams, window air conditioners with freon removed, etc., shall be collected for disposal and sale by the base through the Qualified Recycling Program (QRP). The Contractor shall coordinate the collection and removal of these scrap metal items through the QRP Manager in the Environmental Management Office at DSN 784-4272 or 031-661- 4272.
29. The Contractor shall submit, legible copies, including English translation, of all delivery weight tickets from the industrial scavenger/ legal landfill facility to show the gross and net metric tons of all debris delivered from Osan AB that is being legally land-filled in accordance with all applicable regulations, and the weight of salvaged metals and/or other recyclable materials recovered and recycled from the gross metric tonnage of debris delivered to the facility from Osan AB.
1. ENVIRONMENTAL SPILLS
In the event of a fuel or other hazardous material (HAZMAT) spill during the performance of this contract, the Contractor shall be responsible for its containment, clean up, and related disposal costs. Maximum effort must be made to keep the spill from reaching the stormwater or sanitary sewers and the contractor must have sufficient spill containment supplies readily available on vehicles and/or at the work site to contain any spillage. In the event of a Contractor-related release, the Contractor shall immediately notify the Environmental Management Office (DSN 784-4272 or 031-661-4272) and the Contracting Officer and take appropriate actions to correct its cause and prevent future recurrence. The Contractor will submit a completed spill report to the Environmental Management Office detailing the spill location, type of material and quantity spilled, the cause of the spill and description of the event, whether the spill reached the storm or sanitary sewer, the containment and cleanup actions and the POC and contact number.
1. HAZARDOUS MATERIALS
Prior to commencement of the project, the Contractor shall provide AF Form 3000 to the COR, listing the quantities and names of hazardous materials (HAZMAT) that are expected to be used during the execution of the project.
Material Safety Data Sheets (MSDSs), written in English, for all listed HAZMAT must also be submitted to the COR with AF Form 3000. The COR and 51 CES/CEAN will evaluate the type and quantity of HAZMAT on Form 3000 for environmental, fire protection and…
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