B08_Attachment_1_SOW_9-30-25.pdf

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ANJO-REPLACE ELECTRIC SUPPLY WIRE
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140P5326Q0003
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This Scope of Work details an electrical infrastructure replacement project for the Andrew Johnson National Historic Site in Greeneville, Tennessee. The project involves directionally drilling approximately 210 linear feet of 2.5" HDPE SDR 11 electrical conduit and an additional 2" HDPE telecom conduit from an existing electrical box to the building's basement. The contractor will be responsible for installing new conductors, coordinating with Greeneville Energy Authority (GEA) to install a new aboveground electrical box, connecting and energizing the new electric connection, and obtaining any necessary permits.

The project's primary objectives include replacing the existing underground power feed that has exceeded its service life, ensuring compliance with National Electric Code and GEA requirements, and installing infrastructure for potential future fiber optic cable. The work will be performed as a single lump sum contract line item, with the contractor handling all labor, materials, and equipment needed for conduit and conductor installation, utility coordination, and associated permitting. The project requires detailed submittals, including product data, a quality control plan, and an accident prevention plan, with work to be conducted during normal business hours and with strict adherence to safety and environmental regulations.

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SCOPE OF WORK

ANJO PMIS # 350859A

Replace Underground Electric Andrew Johnson National Historic Site

PROJECT LOCATION

Andrew Johnson National Historic Site, Andrew Johnson Homestead, 209 S Main St, Greeneville, TN 37743

SUMMARY OF WORK

The existing power feed from the aboveground electrical box to the basement of the building is past its service life and must be replaced. Install, using directional drilling, approximately 210 lineal feet of 2.5” HDPE SDR 11 electrical conduit with new conductors (see below for details) from the existing electrical box to the existing main disconnect in the basement. Conduit and conductor installation must meet the requirements of Greeneville Energy Authority (GEA) and the National Electric Code. Also install, using directional drilling, an additional 2” SDR 11 HDPE telecom conduit suitable for running fiber optic cable.

Both conduits will be chased into the basement of the building. Contractor will also be responsible for coordination with electric utility to install a new aboveground electrical box, and to connect and energize the new electric connection (Note that GEA will provide a new above ground electrical box at no cost).

The contractor will be responsible for acquiring any permits from the utility or county for the electrical connection, if required. The contractor will also be responsible for payment of any fees to Greeneville Energy Authority for their services for the electrical connection, and any permit fees, if required.

DEFINITION OF CONTRACT LINE ITEMS

Item No. 1 – Install Electrical Conduit & Conductor and Telecommunications Conduit

This item consists of:

1. All labor, materials and equipment to install electrical conduit and conductor from transformer to main disconnect in basement, including any labor, materials and equipment required for the installation to meet the requirements of Greeneville Energy Authority and the National Electric Code.

2. All labor, materials and equipment to install telecommunications conduit from new pull box adjacent to transformer to inside basement of building.

3. Coordination of electrical connection by the electric utility provider and payment of any fees to electric utility provider. This also includes any permitting required by the utility provider or county to provide the electrical connection.

Measurement for payment will be on a lump sum basis as a single item of work. Payment will be made at the contract lump sum price.

WORK AND PRODUCT REQUIREMENTS

1. GENERAL: All work must meet the requirements of the most recent edition of the National Electric Code and also must meet the requirements of the utility provider, Greeneville Energy Authority (www.mygea.net, Engineering Office: 423-636-6240, Contact: Bronson Dean). See attached documents which include Greeneville Energy Authority’s “Standard Underground Electric Service Requirements to a Structure” and Trench Requirements. Also included in the attachments are Electrical As Builts of the basement and the One-Line Diagram, as well as a site map showing approximate locations of the transformer and the location where the conduits will need to be chased into the basement of the building. Contractor will need to use the existing building penetration in the basement for electricity (the existing penetration is under the basement slab). If reuse of existing penetration is not feasible, contractor must provide a submittal to the Contracting Officer including the location of the new penetration and the reasons why the existing penetration cannot be reused. This submittal will need to be approved by the Contracting Officer before any work is performed to ensure the new penetration does not affect the historic fabric of the building. A submittal will also need to be provided detailing the proposed location of the penetration for the telecommunications conduit.

For the excavations to chase the conduits into the basement, the Contractor must comply with all applicable federal, state, and local safety regulations, including the Occupational Safety and Health Administration (OSHA) standards set forth in 29 CFR Part 1926, Subpart P – Excavations.

This includes providing the required appropriate protective system, such as shoring.

Contractor must protect landscape including soil, turf, plantings, and sidewalks from impacts from equipment used during the project. Contractor must use plywood (minimum ¾” thick) or ground protection mats to prevent damage to landscape.

2. ELECTRICAL CONDUIT

a. Conduit Type: HDPE (High-Density Polyethylene)

b. Size: 2.5” SDR 11

c. Color: Red, Black with Red Stripes, or Orange

d. Use sweeps or HDPE elbows at terminations

e. Run must be one continuous pipe from transformer to building; no fused segments

f. Install with tracer wire

g. Install with a minimum bend radius that meets the manufacturer’s recommendations

h. Conduit must be installed at least 2 feet below grade or minimum depth required by

NEC/Greeneville Energy Authority/local codes, whichever is greatest.

3. ELECTRICAL CONDUCTORS

a. Four (4) #4/0 AWG and one (1) #4 AWG ground wire (Note: the new conductors will be one size larger than the existing conductor sizes). Conductors must be one continuous run of conductor from electrical box to main disconnect; no splicing of conductors allowed.

b. Type: THWN-2 Copper Wire

c. Voltage Rating: 600V

d. Temperature rating: 90 degrees Celsius (wet or dry)

e. Certifications: UL 83, UL 1063

f. Heat and moisture resistance insulation with a nylon jacket

g. Tighten all lugs per NEC requirements and Greeneville Energy Authority requirements

4. TELECOMMUNICATIONS CONDUIT

a. Conduit Type: HDPE (High-Density Polyethylene)

b. Size: 2” SDR 11

c. Color: Orange

d. Use HDPE sweeps at terminations

e. Run must be one continuous pipe from location adjacent to transformer to building; no fused segments

f. Ratings: UL Listed for fiber optic use

g. Install with 1500 lb. pull tape & a tracer wire

h. Install with a minimum bend radius that meets the manufacturer’s recommendations

i. Install a new pull box adjacent to the transformer at the starting point of the telecommunications conduit run to the basement

5. DIRECTIONAL DRILLING

a. All directional drilling operations must be performed in accordance with applicable federal, state, and local environmental regulations.

b. The contractor must take all necessary precautions to prevent contamination of the site, groundwater, surface water, and stormwater systems.

c. Only water-based drilling fluids may be used. Acceptable components include: clean water, bentonite clay, non-toxic & biodegradable polymers, and pH control agents such as soda ash. Prohibited components include: diesel fuel, oil-based additives, petroleum-based lubricants and any fluid or additive classified as hazardous by EPA or OSHA regulations.

d. Fluid containment and cleanup. The contractor must:

i. Contain all drilling fluids and spoils using pits, tanks, or vacuum systems

ii. Prevent any discharge to the environment, including inadvertent returns

iii. Clean up all spoils, fluids, and debris daily and upon completion of work

iv. Restore all disturbed areas to pre-construction condition

e. Drilling Fluid Management Plan. Provide a submittal that includes:

i. List of all fluid components and SDS sheets

ii. Containment and disposal methods

iii. Spill response procedures

f. Disposal: All drilling fluids and spoils shall be disposed of at an approved offsite facility.

No fluids or solids shall be buried onsite or discharged into storm drains, waterways, or wetlands.

SUBMITTALS

Submittals Due Before the Pre-Construction Meeting:

1. Letter designating the Project Superintendent

2. Proposed construction schedule

3. Schedule of values

4. Accident prevention plan

5. A list of Subcontractors for this project

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses

7. Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors

8. Quality control plan

Required Construction Submittals:

1. Electrical Conduit Product Data

2. Electrical Conductor Product Data & Tracer Wire Product Data

3. Telecom Conduit Product Data

4. Drilling Fluid Management Plan

1. Submittal Procedures

a. Prepare and submit the required submittals (see lists below) plus any additional submittals that are necessary for the execution of this project. Transmit each submittal using National Park Service transmittal form CM-16, which can be obtained from the Contracting Officer.

Note: submittals must be delivered electronically (except for physical submittals such as product samples). The transmittal form must be filled out and signed by the Contractor before being submitted. For product data sheets and other submittals that include information on various models or product lines, the Contractor must highlight, redline or clearly indicated which specify product the Contractor is proposing to use. The submittals that fail to comply with the above information will be rejected and returned without review.

b. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on Contracting Officer’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re-submittals.

i. Initial Review: Allow 15 business days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.

ii. Re-submittal Review: Allow 15 business days for review of each re-submittal.

2. Approved Equals

a. For each item proposed as an approved equal, submit supporting data, including:

i. Drawings and samples as appropriate.

ii. Comparison of the characteristics of the proposed item with that specified.

iii. Changes required in other elements of the work because of the substitution.

iv. Name, address, and telephone number of vendor.

v. Manufacturer's literature regarding installation, operation, and maintenance.

b. A request for approval constitutes a representation that Contractor:

i. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

ii. Will provide the same warranties for the proposed item as for the item specified.

iii. Has determined that the proposed item is compatible with interfacing items.

iv. Will coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

v. Waives all claims for additional expenses that may be incurred as a result of the substitution.

3. Contractors Review: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions.

4. Contracting Officer’s Action: Contracting Officer or his/her authorized representative will review each submittal, make marks to indicate corrections or modifications required, and return one copy.

5. Shop Drawings, Product Data, and Samples

a. As specified in the individual sections, forward submittals to the Contracting Officer at least fifteen (15) business days before need for approval.

b. After approving submittals, Contracting Officer will return one copy to the Contractor.

c. If submittals are not approved, Contracting Officer will return one copy to Contractor with reasons for rejection. Resubmit and identify changes.

6. Manufacturer's Installation Instructions - When contract documents require compliance with manufacturer's printed instructions, provide one complete set of instructions for Contracting Officer and keep another complete set of instructions at the project site until substantial completion.

CONTRACTOR’S USE OF PREMISES

1. Storage of Materials: Confine storage of materials to immediate vicinity of project site in area designated by the Contracting Officer.

2. Use of Site: Do not disturb portions of project site beyond areas in which the work is indicated.

3. Government Occupancy: Allow for Government occupancy of Project site.

4. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to

Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

PRESERVATION OF NATURAL RESOURCES

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government. If revegetation is necessary due to construction activities, contact the Contracting Officer and Contracting Officer’s Representative regarding the seed that must be used. Seeds must be weed free. No hay can be used in the park.

2. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreed upon roots and branches that interfere with construction.

3. Do not fasten ropes, cables, or guys to existing trees.

4. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

5. Work area shall be cleaned daily, and all debris and litter shall be properly secured in an appropriate receptacle.

6. Prior to moving equipment to Project Area and starting construction operations, the Contractor must ensure that all equipment has been pressure washed and is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds Equipment shall be considered free of soil, seeds and other such debris when a visual inspection does not disclose such material.

Disassembly of equipment components or specialized inspection tools is not required. Contractor must notify the Contracting Officer at least 2 days prior to moving any equipment onto the Project Area. Notification will include identifying the location of the equipment’s most recent operations. The Contractor must arrange for the Contracting Officer to inspect each piece of equipment prior to it being placed in service.

ARCHEOLOGICAL PROTECTION

1. Submittals

a. Daily Work Schedule – Contractor must submit a schedule that indicates dates of construction work in archaeologically sensitive areas. Submit to Contracting Officer 15 days before start of ground disturbing site work.

2. Observation

a. If NPS Archeological Monitor discovers resources, immediate relocation of the work to a non-sensitive area may be required to allow Monitor to identify and document resources and, if necessary, develop an appropriate mitigation plan.

b. If archeological resources or remains are discovered by the contractor during construction, stop work immediately and report the discovery to the Contracting Officer.

Work will not be allowed to resume in the vicinity of the discovery until the resources are identified and documented and an appropriate mitigation strategy developed.

WORK RESTRICTIONS

1. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 am to 4:00 pm, Monday through Friday, except as otherwise arranged with Contracting Officer. Ten hour work days may be allowed with written approval from the Contracting Officer.

Weekend and holiday work shall be avoided and will only be allowed with written approval from the Contracting Officer.

2. Avoid Soil Compaction

a. Avoid compaction from heavy equipment to surrounding area by keeping equipment inside the limits of work specified above. If work outside the limits is necessary do so only when the soil is dry.

b. Compacted soils must be ripped or decompacted post construction to enable vegetation.

c. All disturbances must be returned to grade and any tracks from equipment must be raked out.

3. Existing Utilities

a. Notify Contracting Officer and utility companies of proposed locations and times for excavation.

b. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

c. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

4. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated.

a. Notify Contracting Officer not less than two days in advance of proposed utility interruptions.

b. Do not proceed with utility interruptions without Contracting Officer’s written permission.

FIELD VERIFICATION

1. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

2. Contractor shall field verify location of all existing utilities.

TEMPORARY FACILITIES AND CONTROLS

1. Storage and Fabrication Sheds: Temporary weather tight sheds or other covered facilities for storage of materials subject to weather damage. Number and size of structures shall be subject to Contracting Officer's approval.

2. Toilets for Construction Personnel: Contractor can have limited use of toilet rooms in nearby government buildings. However, Contractor may still opt to provide on-site temporary toilet for use by construction personnel.

a. Sufficiently lighted and ventilated toilet facilities in weatherproof, sight proof, sturdy enclosures with privacy locks. Maintain and clean at least weekly. The temporary toilet shall be located within the contractor’s staging area in a location approved by the Contracting Officer.

3. Security and Protection of Facilities

a. Site Enclosure Fence: Furnish and install orange plastic barrier fence in a manner that will prevent people from easily entering construction area. Each fenced off work area must include weatherproof signage that states it is a construction area and people must keep out or do not enter. Fencing and signage must be approved by the Contracting Officer.

b. Temporary Fire Protection: Install and maintain temporary fire-protection controls of types needed to protect against reasonably predictable and controllable fire losses.

Comply with NFPA 241.

i. Responsible Person: A capable and qualified person shall be placed in charge of fire protection. The responsibilities shall include locating and maintaining fire protective equipment and establishing and maintaining safe torch cutting and welding procedures.

ii. Smoking: Smoking within buildings or temporary storage sheds is prohibited.

c. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

i. Travel distance from any work station to the nearest extinguisher shall not exceed

100 feet.

ii. Vehicles and Equipment: Provide one extinguisher on each vehicle or piece of equipment.

d. Spill Protection

i. Contractor shall store hazardous materials in accordance with manufacturer’s and OSHA 29CFR1926 Subpart D requirements. Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.

ii. Immediately report all spills of hazardous materials to the park.

iii. Maintain a spill emergency response kit.

iv. Train employees how to respond to a spill and use the emergency response kit.

v. Equipment must be free of any fluid leaks (fuel, oil, hydraulic fluid, etc.) upon arrival to the work site and shall be inspected by the Contractor at the beginning of each shift for leaks. Leaking equipment shall be moved off site for necessary repairs.

4. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations.

PROJECT MEETINGS

1. Pre-construction Conference: Before start of construction, Contracting Officer may arrange an on-site or conference call meeting with Contractor. The following submittals shall be provided before the Preconstruction Conference:

a. Letter designating the Project Superintendent.

b. Proposed construction schedule.

c. Schedule of values.

d. Accident prevention plan.

e. A list of Subcontractors for this project.

f. Written statements from subcontractors certifying compliance with applicable labor standard clauses.

g. Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

h. Waste management plan.

i. Quality control plan.

2. Progress Meetings: The Contracting Officer may schedule weekly meetings with the Contractor and subcontractors. The meeting agenda may include the following:

a. Submittal status.

b. Review of off site fabrication and delivery schedules.

c. Requests for information (RFI) and other issues.

d. Modifications.

e. Work in progress and projected.

f. Construction Schedule update.

g. Status of Project Record Drawings and O&M manuals.

h. Other business relating to work.

SCHEDULES

After contract award and before the Pre-Construction Conference submit:

1. Schedule of Values

a. Breakdown each lump-sum item into component parts of work for which progress payments may be requested. The total costs for the component parts of work shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. Include mobilization, general condition costs, overhead and profit in the total dollar value of unit price items and in the component parts of work for each lump-sum item. Do not include mobilization, general condition costs, overhead or profit as a separate item.

b. Do not break down unit price items. Use only the contract price for unit price items.

c. The total cost of all items shall equal the contract price. The Schedule of Values will form the basis for progress payments.

d. An acceptable Schedule of Values shall be agreed upon by the Contractor and Contracting Officer before the first progress payment is processed.

2. Construction Schedule

a. Prepare a list of all activities required to complete the Work. Prepare a skeleton network to identify probable critical paths.

b. Identify milestones in schedule including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

c. Upon acceptance of the Construction Schedule by the Contracting Officer, the

Construction Schedule will be used to evaluate the Contractor's monthly applications for payment.

SAFETY REQUIREMENTS

1. Description: The work consists of establishing and implementing an effective accident prevention program and providing a safe environment for all personnel and visitors. Contractors shall maintain activities and site in accordance with OSHA regulations, NFPA 241, as well as other applicable local and state requirements for safety. Adequate egress shall be maintained at all times in accordance with NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations).

2. Submittals

a. Accident Prevention Plan - The Plan shall be written to comply with OSHA and project requirements including but not limited to the following:

i. Name of responsible supervisor to carry out the program.

ii. Weekly safety meetings.

iii. First aid procedures.

iv. Outline the work and associated hazards, and the methods proposed to ensure property protection and safety of the public, National Park Service personnel, and Contractor's employees.

v. Planning for possible emergency situations.

vi. Fire Protection.

3. Qualification of Employees

a. Ensure that employees are physically qualified to perform assigned duties in a safe manner.

b. Do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

c. Operators of vehicles, mobile equipment, hoisting equipment, and hazardous plant equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating such equipment. Provide operating instructions for all equipment.

4. Accident Reporting

a. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, fires, and property damage by accident in excess of $100. Notify Contracting Officer immediately in the event of a reportable accident. Within 7 days of a reportable accident, fill out and forward to Contracting Officer an Accident/Property Damage Report (Form CM-22). Form may be obtained from the Contracting Officer.

b. All Other Accidents: The Contractor shall report all other accidents to the Contracting Officer as soon as possible and assist the Contracting Officer and other officials as required in the investigation of the accident.

5. Personnel Protective Equipment: Meet requirements of National Institute for Occupational Safety and Health (NIOSH) and OSHA.

6. Emergency Instructions: Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

7. Protective Equipment

a. Inspect personal protective equipment daily and maintain in a serviceable condition.

Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

b. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

c. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times.

i. Post a sign at the project site that identifies that the area is a “Hard Hat Area.”

ii. Keep 2 additional hard hats on site for visitors to the project site.

QUALITY REQUIREMENTS

1. Testing and inspecting services are the responsibility of the Contractor and are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. The quality of all work shall be the responsibility of the Contractor.

2. Submittals

a. Quality Control Plan

i. A list of personnel responsible for quality control and assigned duties.

ii. Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

iii. Methods of performing, documenting, and enforcing quality control of all work.

b. Contractor's Quality Control Daily Reports: Submit showing all inspections and tests on the first workday following the date covered by the report.

c. Test Reports

3. Quality Assurance

a. The Contractor's Quality Control Supervisor may also perform the duties of Project Superintendent.

b. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

c. Testing Agency Qualifications: An NRTL or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and where required by Contract, is acceptable to the Contracting Officer.

PRODUCT REQUIREMENTS

1. Product Delivery, Storage, and Handling: Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions.

2. Protection After Installation: Provide adequate coverings as necessary to protect installed materials from damage resulting from natural elements, traffic, and subsequent construction.

Remove when no longer needed.

EXECUTION

1. Examination: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Investigate and verify existence and location of utilities and other construction.

2. Coordination with Utility Service Providers: Contact utility service providers to coordinate the work, testing requirements, and inspections.

3. Preparation: Take field measurements as required to fit the work properly. Where portions of the work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication.

4. Construction Layout: Verify layout information shown on drawings. If discrepancies are discovered, notify Contracting Officer promptly.

CLOSEOUT REQUIREMENTS

1. Submit specific warranties of products installed (if applicable) and similar documents.

2. Submit Project Record Drawings. Provide a site map at the end of the project identifying the final route of the new underground installations.

3. Terminate and remove temporary facilities from Project site.

4. Complete final cleaning requirements.

SUBSTANTIAL COMPLETION AND FINAL INSPECTION

1. When project is substantially complete, request, in writing, a final inspection. Upon receipt of written request that project is substantially complete, the Contracting Officer will proceed with inspection within 10 days of receipt of request or will advise the Contractor of items that prevent the project from being designated as substantially complete.

2. If, following final inspection, the work is determined to be substantially complete, Contracting Officer will prepare a Punch List to be corrected before final acceptance and issue a Letter of Substantial Completion. Contractor shall complete the work described on the Punch List within 30 calendar days, as weather permits. If the Contractor fails to complete the work within this time frame, the Contracting Officer may either replace or correct the work with an appropriate reduction in the contract price.

3. If, following final inspection, the work is not determined to be substantially complete;

Contracting Officer will notify Contractor in writing. After completing work, Contractor shall request a new final inspection.

4. After all deficiencies have been corrected, a Letter of Final Acceptance will be issued.

FINAL CLEANING

1. Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

2. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

3. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from project site and dispose of lawfully.

POST CONSTRUCTION INSPECTION

1. Before expiration of warranty period, Contracting Officer will inspect project and notify Contractor in writing of all deficiencies.

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