DRAFT SOW.pdf

Savannah Bluff Lock and Dam Generator Relocation Scope of Work

Section 1

1. Summary of Work

The project is located at the New Savannah Bluff Lock and Dam near 1853 Lock and Dam Road in Augusta, Georgia on the land-side pavilion between the Lock Operations Building and the public parking area. The contractor shall supply and install a new minimum 48 kW propane-fueled generator set, propane fuel tank, and automatic transfer switch (ATS). The maximum generator size is 60 kW. The new generator, fuel tank, and ATS shall be located on a new elevated equipment steel platform located adjacent to the existing service transformer. The elevated platform shall be located between the esplanade and adjacent parking spaces just to the west of the existing transformer in the grass area. See Appendix A for site layout. The Contractor shall provide all labor, materials, etc. for the complete installation of the project. The Contractor shall abandon the existing 48 kW diesel generator, diesel fuel tank, and ATS in place within the Lock Operations Building.

The expected period of performance is no more than 180 calendar days.

2. Structural Requirements

a. Provide new elevated steel platform for the new equipment and fuel tank as shown in the sketches in Appendix B. The top of the elevated steel members is 126 NAVD

88. Approximate elevations for the footings are shown in the sketches and the Contractor shall coordinate the final footing elevations with the actual grades.

Install the fuel tank on the elevated structure with support saddles. Install generator and switch gear on the platform. Final layout of equipment and associated support steel must be coordinated by Contractor based on Vendor’s equipment and required clearances. Provide additional steel members as required by vendors for support of the equipment. The platform is designed to accommodate weight of the tank filled with water in case of any future hydrostatic testing. An allowable soil bearing pressure of 1,000 psf is used for foundation design. Contractor shall compact foundation soils to 98% of Standard Proctor per ASTM D798 and foundation soils shall be tested by a licensed Geotechnical Engineer to confirm soil bearing capacity and provide report to the Engineer prior to placement of the footings. Anchorage of the equipment and tanks to the structure is by the vendor and must be coordinated by the Contractor.

b. Steel shapes shall be ASTM A992 for wide flange sections, ASTM A53 Gr B for braces, and ASTM A36 for angles, channels, and plates. Provide caps to seal ends of all hollow sections. All steel shall be hot dipped galvanized. Provide 1 ½” Type B steel grating for the stair treads and surface of the elevated platform. Attach grating with clips. Do not weld to steel. All grating shall be hot dipped galvanized.

Bolts and anchor bolts shall be zinc plated. Touch up any and all damaged galvanized surfaces with minimum 2 coats of zinc rich paint. Paint all bracing pipes/gussets and the bottom flange of all W12 beams safety yellow.

c. Provide 1 ½” non-shrink grout under base plates. Anchor stair stringers to concrete with heavy duty screw anchors.

d. Provide ¾” chamfer on edges of all exposed concrete.

e. Platform is designed for 100 psf Live Load. Propane tank weight (filled with water) was assumed to be 14,000 lbs. Generator was assumed to be 2,500 lbs and the switchgear was assumed to be 1,800 lbs. Notify Engineer if weights from vendor exceed these design weights.

f. Provide guardrails on the stairs and platform consisting of 1 ½" dia. Std pipe posts at

4 ft o.c. max and top and mid rail of 1 ½"dia. Std pipe. Fabricator provide guardrail connections. Guardrails and connections shall comply with IBC 2024.

3. Mechanical Installation Requirements

a. New ATS, generator, and associated above ground fuel tank shall be elevated on platform. Platform shall be per requirements in Structural Requirements and Site Layout Requirements sections.

b. Provide a new propane fuel tank sized at a minimum of 1,150-gal storage volume for new generator. Fuel tank is sized for full volume containing 80% liquid propane and 20% vapor for a week of run time for chosen generator at 75% load. Fuel tank shall meet requirements in NFPA 58 and API Std 2510. Ensure that tanks are ASME coded and have the ASME national registration number. Tank shall have saddles or some other method to anchor to steel support beams below the tank.

c. Ground and bond all piping, tanks, and system components in accordance with API

RP 2003, API Std 2510, API RP 540, and NFPA 70.

d. Provide means to automatically shut off the LPG supply in the event of a fire per NFPA. Provide emergency shut-off consisting of the combination of manual shut-off, remote shut-off, and thermal shut-off modes.

e. Provide automatic limit switches as follows:

i. Pressure switches on storage tanks set 5 psig (35 kPa) below relief valve settings.

ii. Liquid level switches on storage tanks set at maximum filling levels.

iii. Liquid level switches on knock-out drums set to shut off compressor at high liquid levels.

iv. High pressure switches in compressor discharges to shut off compressor at safe pressure levels.

f. Provide automatic temperature, pressure, and limit controls on vaporizers in accordance with NFPA 58.

g. Provide pipe, valves, and fittings in accordance with applicable sections of API Std

2510. Use Schedule 80 welded carbon steel. Threaded connections are only allowed for valves and system components. The minimum design pressure for liquid LPG piping is 350 psig (2400 kPa) as required by NFPA 58. Use Class 300 ANSI flanges as a minimum. Provide totalizing-type meters, pressure gauges, thermometers, strainers, and surge suppressors. Ensure that meters are turbine-type with pressure and temperature compensation and have electronic/digital readout capability.

Provide knock-out drums or scrubbers of suitable capacities in suction lines of compressors to remove entrained liquid. Provide drums with high level, shut-down devices, automatic liquid drainers, glass gauges, and drains. Ensure all valves are UL listed or FM approved for LPG service. At a minimum, use Class 300 valves.

h. Inspect, test, and certify all new unfired pressure vessels prior to placing into operation. Do not operate the unfired pressure vessel (UPV) without a valid certificate. The inspector must be registered by the National Board of Boiler and Pressure Vessel Inspectors (NBBI) and must possess a Certificate of Competency and a NBBI National Board Inspection Code (NBIC) Commission. Upon completion and passing of the inspections and tests, the tank will be certified. Post a current, valid certificate on or near the UPV under a protective coating. Perform the following tests on the UPV:

i. A general UPV site inspection

ii. An external UPV inspection

iii. An internal UPV inspection

iv. A hydrostatic test (strength and tightness tests)

v. An operational test

4. Electrical Decommissioning and Installation Requirements

a. The Contractor shall abandon the existing 50 KW generator, existing 400 A automatic transfer switch (ATS) and existing ATS service conductors, and the feeder to the Main Distribution Panel (MDP) in place. This includes but is not limited to all conductors, junction boxes, control panels, electrical devices, connectors, safety switches, overcurrent protection devices, conduit, wiring and other devices associated with the ATS and generator. The existing service conductors shall be disconnected from the transformer secondary by Georgia Power Company (GPC).

The Contractor shall contact and coordinate with GPC directly for the disconnection of the service conductors.

b. Provide a new 4-Pole, service entrance rated, 600V, 150A ATS. The ATS shall have a

150A thermal-magnetic circuit breaker on the normal feeder. The ATS and circuit breaker shall have 22k withstand and AIC rating, respectively. The ATS shall have a NEMA 3R enclosure and shall be pad mounted. The ATS shall be located adjacent to the existing utility service transformer. The contractor shall provide a grounding electrode, grounding electrode conductor (GEC), and bonding jumper at the ATS.

Ground rods shall be copper-clad steel, with minimum diameter of ¾ inch and a length of 10 feet. Provide additional ground rods as required to achieve 25 ohms or less. The GEC and bonding jumper shall be #6 copper conductors.

c. The new generator shall be an optional, stand-by generator, 48 kW, 277/480 Volt in a weather protective enclosure with a generator-mounted, 100A thermal-magnetic circuit breaker as an integral part of the generator set assembly. The generator shall be mounted to the steel platform and located adjacent to the existing utility service transformer. The contractor shall provide a grounding electrode, grounding electrode conductor (GEC), and bonding jumper at the ATS. Ground rods shall be copper-clad steel, with minimum diameter of ¾ inch and a length of 10 feet.

Provide additional ground rods to achieve 25 ohms or less. The GEC and bonding jumper shall be #8 copper conductors.

ENGINE GENERATOR PARAMETER SCHEDULE

Service Load 48 kW

Power Factor 0.8 lagging

Motor Starting kVA

(maximum)

62.5 kVA

Maximum Speed 1,800 rpm

Engine-Generator

Application

Optional, Standby Duty

Engine Cooling Type Closed loop, liquid cooled

Heat Exchanger Type Tube Type

Voltage Regulation (No load to full load)

+ 2 percent (max.)

Voltage Bandwidth (steady state)

+ 5 percent (max.)

Governor Adjustable isochronous, with speed sensing

Frequency Bandwidth (steady state)

+ 0.5 percent (max.)

Frequency 60 Hz

Voltage 277/480V volts

Phases 3 Phase

Max Step Load Increase 100 percent of Service Load at

0.8 PF

Max Summer Temp 120 deg. F

Min Winter Temp -20 deg. F

d. The contractor shall provide a generator controller enabled for Remote

Communication via Modbus TCP/IP. The controller shall include a Built-In PLC that includes Digital and Analog I/O’s. The contractor shall also provide tank monitoring equipment that allows communication via Modbus TCP/IP to monitor the propane levels. The contractor shall verify the length of cabling needed from the generator controller and tank monitoring equipment to the Communications Room located on the first floor of the Lock Operations Building. If less than 300 ft, the contractor is permitted to install CAT6. If more than 300 ft, multimode fiber optic cabling shall be installed. If fiber is required, the contractor shall install fiber-to-ethernet converters on both ends of the fiber run. The contractor is responsible for making the connection complete from the controller/ tank monitoring equipment to the Communications Room.

e. The contractor shall provide and install new underground service conductors from the existing transformer to the new, platform mounted ATS. The service conductors shall be a 4 wire #1/0 THWN copper. All underground conductors shall be in 2” PVC conduit. The new service conductors shall be terminated on the transformer secondary by Georgia Power.

f. The contractor shall provide and install new underground feeder conductors from the new pad mounted ATS to the new generator. The feeder shall be a 4 wire #3 + #6G THWN copper conductors. All underground conductors shall be in 1-1/2” PVC conduit.

g. The contractor shall provide and install new aerial feeder conductors from the new

ATS to the existing Main Distribution Panel (MDP) located on the second floor of the Lock Operations Building. The new MDP feeder shall be a 4 wire #1/0 + #6G XLP copper conductors. The feeder shall be approximately 250 feet in length. All wiring installed inside the Lock Operations Building shall be in 2” EMT conduit.

h. The contractor shall provide all labor, materials, tools, and support equipment as required. This includes but is not limited to all conductors, junction boxes, control panels, electrical devices, connectors, conduit, riser pole, and wiring required to replace the service conductors, ATS, and generator. All interior wiring shall be in EMT conduit.

i. All electrical work shall meet the requirements of NFPA 70. All electrical equipment and devices shall be UL Listed. This includes but is not limited to all conductors, junction boxes, control panels, electrical devices, connectors, conduit, riser pole, and wiring required to replace the service conductors, ATS, and generator.

j. The contractor shall preform operational testing of the ATS and generator.

i. Perform automatic transfer tests:

1. Simulate loss of normal

2. Return to normal.

3. Manufacturer recommended tests.

ii. Verify correct operation and timing of the following functions:

1. Normal source voltage-sensing relays.

2. Engine start sequence.

3. Time delay upon transfer.

4. Alternate source voltage-sensing relays.

5. Automatic transfer operation.

6. Interlocks and limit switch function.

7. Time delay and retransfer upon normal power restoration.

k. The contractor shall test the generator and ancillary systems at service load to demonstrate durability; verify that heat of extended operation does not adversely affect or cause failure in any part of the system; and check all parts of the system.

The tests must be performed by the start-up engineer after all work is complete.

Upon successful test completion, the start-up engineer must provide a written test report showing the tests performed and the results of each test. The report must include the completed approved test data forms and certification from the start-up engineer that the test results fall within the manufacturer's recommended limits and meet the specified requirements performance. Testing must include, but not be limited to, the following:

i. Verify proper functioning of each engine protective shutdown device and pre-shutdown alarm device.

ii. Verify proper functioning of the engine over-speed trip device.

iii. Verify proper functioning of the crank cycle/terminate relay.

iv. Operate the engine-generator set at rated current (amperes) until the jacket water temperature stabilizes. Stabilization will be considered to have occurred when three consecutive temperature readings remain unchanged.

Continue to operate the generator set for an additional 2 hours. Record instrument readings for terminal voltage, line current, frequency (Hz), engine speed rpm, lubricating oil pressure, jacket water temperature, and ambient temperature at 5-minute intervals for first 15 minutes and at 15-minute intervals thereafter.

v. Verify proper functioning of the following automatic and manual operations. Testing must include, but not be limited to, the following:

1. Loss of Utility: Initiate a normal power failure with connected test load of rated kW at 1.0 power factor. Record time delay on start, cranking time until engine starts and runs, time to come up to operating speed, voltage and frequency overshoot, and time to achieve steady state conditions with all switches transferred to emergency position.

2. Return of Utility: Return normal power and record time delay on retransfer for each automatic transfer switch, and time delay on engine cool-down and shutdown.

3. Manual starting.

4. Emergency stop.

vi. Manufacturer recommended tests.

5. Site Layout and Requirements

a. Elevated platform shall be located between the esplanade and adjacent parking spaces just to the west of the existing transformer in the grass area. Elevated platform location shall allow clearance to existing transformer for maintenance. The fuel tank must be located a minimum of 75 feet away from any buildings. The elevated platform shall be located as far north as possible to allow access stairs on the north side from the parking area and minimize disturbance to the esplanade on the south. The location of the platform shall allow space for the equipment needed to place the generator, propane fuel tank, and ATS on the elevated platform as well as future maintenance and refueling operations for all this equipment. See Appendix A for site layout.

b. The generator, fuel tank, and ATS are considered moderate to high risk, non-essential facilities. The FEMA Base Flood Elevation (BFE) for this location is approximately 124.00 in NAVD 88. Table 2-1 in UFC 3-201-01 lists the minimum elevation for this type of facility to be BFE plus 2 feet. The elevated platform elevation must be a minimum of 126.00 in NAVD 88, which is approximately 8’ above existing grade.

c. Provide an 8’ high-security fence with 2’ tall outward facing 3-strand barbed wire on the top around the elevated platform and stair access at grade. The fence shall have two access gates on the north side – one for the stairs and one for access under the platform for maintenance. Gates shall have padlock ready latches. At the fence opening for the stairs, provide a remote shutoff station for the emergency shutoff valves. In addition to the high-security fence, provide bollards, or other approved vehicle barriers, around the elevated platform at grade. Provide a concrete stoop at the base of the stairs. See Appendix A for details.

d. Provide gravel 6” thick beneath the elevated platform and within the fenced area.

Provide grass in all areas outside the fenced area that have been disturbed during installation for final stabilization.

e. Remove, at a minimum, three parking space markings north of the elevated platform for maintenance access. These spaces shall be striped as “No Parking” with chevron lines.

f. Account for the removal of any trees, shrubs, and stumps in the limits of project.

6. Warranty: Manufacturer shall provide base warranty coverage on the material and workmanship of the generator set and ATS for a minimum of twenty-four (24) months from the date of registered commissioning and start-up.

7. Submittal Requirements:

a. General Structural

i. Drawings: Provide detailed shop drawings of the elevated structure, foundations, and all associated structural features including steel erection and fabrication drawings no later than 4 weeks after Notice to Proceed.

b. General Mechanical

i. Drawings: Provide detailed drawing of the above ground horizontal propane storage tank no later than 4 weeks after Notice to Proceed.

c. General Electrical

i. Product Data: For each type of product indicated. Include rated capacities, weights, operating characteristics, furnished specialties, and accessories.

1. Technical data on all major components of the transfer switch and other products described in this SOW. Data is required for the transfer switch mechanism, control system, cabinet, and protective devices specifically listed for use with the transfer switch. Include steady state and fault current ratings, weights, operating characteristics, and furnished specialties and accessories.

2. Single-Line Diagram: Show connections between transfer switch, power sources, and load.

ii. Shop Drawings: Dimensioned plans, elevations, sections, and details showing minimum clearances, conductor entry provisions, gutter space, installed features and devices, and material lists for the ATS.

1. Dimensioned outline drawings of assembly, including elevations, sections, and details including minimal clearances, conductor entry provisions, gutter space, installed features and devices and material lists for the ATS.

2. Internal electrical wiring and control drawings.

3. Interconnection wiring diagrams, showing recommended conduit runs and point-to-point terminal connections to generator set.

4. Installation and mounting instructions, including information for proper installation of equipment to meet seismic requirements.

iii. Manufacturer and Supplier Qualification Data

1. The transfer switch manufacturer shall be certified to ISO 9001 International Quality Standard and shall have third party certification verifying quality assurance in design/development, production, installation, and service, in accordance with ISO 9001.

2. The manufacturer of this equipment shall have produced similar equipment for a minimum period of 10 years. When requested, an acceptable list of installations with similar equipment shall be provided demonstrating compliance with this requirement.

iv. Operation and Maintenance Data: Provide emergency, operation, and maintenance manuals.

v. Warranty documents demonstrating compliance with the project’s contract requirements.

vi. Product data, shop drawings, and qualification data shall be provided no later than 4 weeks after notice to proceed. Operations and Maintenance Data and Warranty documents shall be provided at least 2 weeks prior to testing.

d. Generator

i. Product Data: Include rated capacities, operating characteristics, and furnished specialties and accessories. In addition, include the following:

1. Thermal damage curve for generator.

2. Time-current characteristic curves for generator protective device.

3. Sound test data, based on a free field requirement.

ii. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, and location and size of each field connection.

1. Dimensioned outline plan and elevation drawings of engine-generator set, and other components specified.

2. Wiring Diagrams: Control interconnection, Customer connections.

iii. Certifications:

1. Submit statement of compliance which states the proposed product(s) is certified to the emissions standards required by the location for EPA, stationary emergency application.

iv. Source quality-control test reports.

1. Certified summary of prototype-unit test report.

2. Certified Test Report: Provide certified test report documenting factory test per the requirements of this specification.

3. List of factory tests to be performed on units to be shipped for this

Project.

v. Operation and Maintenance Data:

1. Provide emergency, operation, and maintenance manuals.

2. Provide 8 hours of operation and maintenance training for up to 4 people within 2 weeks of completion of testing. Training shall be video recorded and provided to the government on a Cd or DVD.

Coordinate the training date with the government at least two weeks prior to the date.

3. Provide any extra parts and filters recommended by the equipment manufacturer.

vi. Warranty:

1. Submit manufacturer’s warranty statement.

vii. Product data, shop drawings, and qualification data shall be provided no later than 4 weeks after notice to proceed. Operations and Maintenance Data and Warranty documents shall be provided at least 2 weeks prior to testing.

Section 2

1. Work Restrictions

A. Subcontractors and Personnel Contacts

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

B. Working Hours

Regular working hours will consist of an 8 1/2-hour period, between 7 a.m. and 3:30 p.m., Monday through Friday, and 7 a.m. to 3:30 p.m. on Saturday, excluding Government holidays.

C. Utility Cutovers and Interruptions

Coordinate any interruption to utilities with the Government. Provide notification of any interruptions or outages a minimum of 2 weeks in advance.

2. Administrative Requirements

A. Government Point of Contact

The Government point of contact for all work is Wes Butler, 864-333-1162, william.w.butler@usace.army.mil

B. Supervision

Provide project superintendent or project manager with a minimum of 5 years’ experience on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and installation drawings. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

The project superintendent/project manager is primarily responsible for managing work and subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent/project manager must be on-site at all times during the performance of this contract until the work is completed and accepted.

C. Kickoff meeting/Site Visit

Conduct a site visit/project kickoff meeting no later than 2 weeks after notice to proceed. Coordinate with the Government on the exact date. This meeting shall be at the project location and shall involve contractor and government personnel. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: reporting, safety, outage requests, schedule requirements, quality control, shop drawings, submittals, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the work.

3. Project Schedule

A. Prepare for approval a Project Schedule, as specified herein. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. Subcontractors and suppliers working on the project must also contribute to developing and maintaining an accurate Project Schedule. Identify major milestones and durations in the project schedule.

Include in the schedule activities associated with the project submittals and shop drawings and their approvals, procurement, fabrication, and delivery of materials, equipment, fabricated assemblies, and supplies. Identify lead times associated with any equipment or fabricated assemblies. Submit the project schedule for approval within 4 weeks after notice to proceed is issued. Update and submit the project schedule on a regular basis, monthly at a minimum.

Include the following activities in the project schedule:

i. Submission and approval of shop drawings

ii. Submission and approval of submittals

iii. Submission of O&M and Warranty Data

iv. Contractor’s testing

v. Submission of test reports

vi. Training and submission of training video.

4. Submittal Procedures

A. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

B. Schedule and provide submittals and shop drawings requiring Government approval before acquiring the material or equipment covered thereby.

C. Submittal Descriptions

i. Shop Drawings: Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work. Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project. Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

ii. Product Data: Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

iii. Test Reports: Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Testing must have been within three years of date of contract award for the project. Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site. Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation. Final acceptance test and operational test procedure

iv. Operation and Maintenance Data: Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel. Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item. Data incorporated in an operations and maintenance manual or control system.

D. Procedure

Provide shop drawings not less than 8 ½ by 11 inches nor more than 30 by 42 inches.

Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Identify materials and products for work shown.

Present product data submittals as required in the scope of work. Include a table of contents, listing the page and catalog item numbers for product data. Indicate, by prominent notation, each product that is being submitted; indicate the specification section number and paragraph number to which it pertains.

Submit an electronic copy of drawings and submittals in pdf format. To the Government Representative. Training videos shall be in MP4 format and shall be on a CD or DVD.

E. Government Review A review period of 14 calendar days will be allowed for the Government.

Submittals marked with “approved” and are authorized to proceed with the work covered.

Submittals marked with “disapproved” indicate incomplete submittal or noncompliance with the project requirements. Resubmit with appropriate changes.

5. Government Safety requirements

A. The Contractor must ensure that the requirements of all applicable OSHA and EM 385-1-1 are met for the project. Submit an Accident Prevention Plan (APP) for review and acceptance by the Government at least 15 calendar days prior to the start, after being given Notice to Proceed. A competent person must prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of EM 385-1-1, ENG Form 6293, and herein. The APP must be job-specific and address any unusual or unique aspects of the project or activity for which it is written. Submit the APP to the Government 15 calendar days prior to the start of work for acceptance. Work cannot proceed without an accepted APP. Once reviewed and accepted by the Government, the APP and attachments will be enforced as part of the Contract. Disregarding the provisions of this Contract or the accepted APP is cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified.

Comply with EM 385-1-1, NFPA 70, NFPA 70E, NFPA 241, the APP, Federal and State OSHA regulations, and other related activity fire and safety regulations. The most stringent standard prevails. PPE is governed in all areas by the nature of the work the employee is performing. Use personal hearing protection at all times when performing noise hazardous tasks. Safety glasses must be worn or carried/available on each person. Mandatory PPE includes:

Head Protection that meets ANSI/ISEA Z89.1 Long Pants Appropriate Safety Footwear Appropriate Class Reflective Vests

6. Quality Control A. Establish and maintain an effective quality control (QC) system. QC is comprised of plans, procedures, and organization necessary to produce an end product that complies with the Contract requirements. The QC system covers all operations, both onsite and offsite, and must be keyed to the project schedule. The Superintendent/Project Manager and all on-site supervisors are responsible for the quality of work and are subject to removal by the Contracting Officer for non-compliance. The Superintendent/Project Manager must maintain a physical presence at the work site at all times and is the primary individual responsible for all quality control. Provide a QC Plan to the Government no later than 4 weeks prior to the start of any on site work that includes a table of contents, with major sections identified, pages numbered sequentially, and that documents the proposed methods and responsibilities for accomplishing quality control during the project. The CQC Plan must at a minimum include:

i. A description of the quality control work

ii. Duties, responsibilities, and authorities of each person in the QC plan.

iii. Procedures for reviewing, approving, scheduling, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents.

iv. TESTING PLAN AND LOG: A Testing Plan and Log that includes the tests required, associated feature of work required. the frequency, and the person responsible for each test

v. Procedures to complete installation deficiencies from identification through acceptable corrective action. Establish verification procedures that identified deficiencies have been corrected.

vi. PROCEDURES FOR COMPLETION INSPECTION: Procedures for identifying and documenting the completion inspection process. Include in these procedures the responsible party for punch out inspection and final acceptance inspection.

7. Waste Management and Disposal

A. Control accumulation of waste materials and trash. Recycle or dispose of collected materials off-site at intervals approved by the Government. Comply with all applicable environmental regulations. All costs associated with waste materials and trash are the responsibility of the contractor.

Section 3

Site Layout Photos

1. Site Layout

2.Lock Operations Building & Cable Tower View

3. Existing Electrical Components in Lock Operations Building

Appendix A

Appendix B