15-011_SOW_Remove_Burrows.pdf

DEMOLITION OF BURROWS RACEWAYS S.O.W. - 1

SECTION C

STATEMENT OF WORK

REMOVE BURROWS RACEWAYS

AT

LEADVILLE NATIONAL FISH HATCHERY

PART 1 - GENERAL REQUIREMENTS

1.1 SUMMARY

A. Work under this contract includes furnishing all labor, materials, equipment, necessary to remove 3 concrete raceways, remove distribution piping, and backfill with material from onsite borrow area.

B. The demolition work required includes removing asphalt apron around raceways, removing concrete walls and slab, capping and sealing distribution piping, grading fill to promote drainage and other measures as shown.

1.2 BACKGROUND

A. Removal of the burrows raceways is the first step in a multiyear project to replace the burrows raceways with new structures that be used for fish rearing. The burrows raceways, originally constructed in 1953, have seriously deteriorated, the walls are crumbling faster than can be repaired, and joints are leaking water. Injuries have resulted from people stepping into the raceways because asphalt was placed nearly flush to the top of the raceway walls.

B. Phased replacement would allow for the production of threatened Greenback cutthroat trout broodstock to support recovery efforts, save water from being lost into the adjacent ground, and protect staff or visiting public.

1.3 PROJECT INFORMATION

A. Project Location: Leadville National Fish Hatchery, 2846 Highway 300, Leadville, Lake County, Colorado.

B. Station Contact Information: Prospective bidders are encouraged to visit the work area in order to examine the existing site conditions. Contact the station at (719) 486-0189 to set up a site visit.

1.4 ACCESS TO SITE

A. All operations of the Contractor (including storage of materials) upon Government premises shall be confined to areas authorized or approved by the Contracting Officer.

B. Limit use of Project site areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

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1.5 PROJECT CONDITIONS

A. The Station will be under full operation and open to the public during construction. The access and use of the Station shall be maintained throughout the Work. Use of signage, barricades, and/or flaggers shall be utilized as necessary to prevent injury or damage around work site.

1. If necessary, the Contractor may coordinate with the Station, closure of a section of parking area for an established time period

2. Provide not less than 48 hours' notice to Government of activities that will affect Government's operations.

B. Coordinate all work of the project to facilitate orderly progress and proper sequence of work at all times.

C. In the event that other contracts are in progress concurrently with this contract, the Contractor shall coordinate their work so as not to disrupt progress of other work, and shall cooperate to facilitate orderly progress of all work.

D. During the summer Leadville NFH is a station and check point for the Fish Hatchery 5K race, May 31, 2015. The Hatchery will need to be open and fully accessible for all volunteers and participants. Contractor shall coordinate placing barricades around work site as necessary and parking equipment in areas that are out of the way.

1.6 PERFORMANCE

A. The project shall be completed and functioning within 90 calendar days from the date the Notice to Proceed (NTP) is issued.

B. On-Site Work Hours: Limit work to normal business working hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, unless otherwise indicated.

1. Work on weekends will be restricted to Contracting Officer’s approval and at the Station Manager’s discretion.

2. No work will take place over Federally observed holidays.

1.7 PERMITS AND FEES

A. The Contractor shall be responsible for obtaining all necessary local, State, and Federal permits and licenses, and payment of related fees, per the Contract Clauses.

1.8 APPLICABLE CODES, STANDARDS AND SPECIFICATIONS

A. All work shall comply with the codes and standards applicable to each type of work as listed in individual Sections of this Statement of Work.

B. Where a conflict occurs between a referenced document and the Project Specifications, the Project Specifications govern.

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C. Where a conflict occurs between referenced documents, the document containing the most stringent requirements governs.

D. Where referenced documents are not specified by date, the document current at the bid opening applies.

E. Materials, applications, and tests specified by reference to published standards of society, association, code, or other published standards are included in the specifications as if written in their entirety.

F. Conform to all regulations and statutes of the State of Colorado and to all Federal Regulations which apply.

1.9 MEANS AND METHODS

A. Means and methods of construction shall be such as the Contractor or subcontractors may choose; subject, however, to the Contracting Officer's right to reject means and methods proposed which:

1. Constitute a hazard to the work, persons, or property.

2. Will not produce finished work in accordance with terms of the contract.

3. Are contrary to specified means or methods included in the contract.

B. The right to reject means and methods of the Contractor or subcontractor shall not be construed or interpreted as acceptance of control of means and methods by the Contracting Officer.

C. The Contracting Officer's approval of means and methods or failure to exercise right to reject means and methods shall not relieve the Contractor of the obligation to complete the work required by the contract.

D. Total responsibility for control of all means and methods lies with the Contractor for all work.

1.10 SAFETY

A. The Contractor shall provide, erect and maintain all necessary barricades, suitable and sufficient flasher lights, flagmen, danger signals and signs, and shall take all necessary precautions for the protection of the work and the safety of the public. All ponds and water control structures shall remain accessible by vehicle. Roads closed to traffic shall be protected by effective barricades and shall be placed with acceptable warning signs. All barricades and obstructions shall be illuminated at night and all lights shall be kept burning from sunset until sunrise. Install appropriate traffic signs at crossroads and approaches to site as needed to direct affected public traffic. Specific signs and barricade requirements are detailed in the U.S. Department of Transportation, "Manual on Uniform Traffic Control Devices".

B. The Contractor shall assume full responsibility and liability for compliance with all applicable Federal, State, and local regulations pertaining to the protection of workers, visitors to the site, and persons occupying areas adjacent to the site, including the provisions of 29CFR1910 and 29CFR1926 of the Code of Federal Regulations. The Contractor shall hold harmless the

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Government for failure to comply with any applicable safety or health regulation on the part of himself, his employees, or his subcontractors.

C. Provide personal safety equipment and training commensurate with the hazards which may exist at the work site. The personal safety equipment and training shall be determined by a thorough hazard analysis of all work site areas. The safety program available at all work sites shall include a minimum of:

1. One nonfreezing-type fire extinguisher in each workshop and shed used for storage of materials at the work site. Place in location readily accessible to construction personnel.

2. A first aid kit for use of construction personnel commensurate with size of project with items necessary for first aid treatment of all injuries.

3. The Contractor shall conduct regular onsite safety inspections and all construction personnel shall receive a safety orientation.

4. Post telephone numbers of nearest hospital, ambulance service or flight for life, and fire station in conspicuous location. Advise all workers of location of telephone numbers.

1.11 ENVIRONMENTAL PROTECTION

A. The Contractor shall abate and control all environmental pollution arising from construction activities by complying with all applicable Federal, State, and local laws and regulations concerning environmental pollution control and abatement, as well as the specified requirements in this contract. Compliance with this requirement by subcontractors will be the responsibility of the Contractor.

B. Fossils and Artifacts

1. Should the Contractor discover any fossils or artifacts during construction operations, such objects shall become the property of the Government. The Contractor shall cease construction operations in the area of the "find," and immediately notify the station manager of such discovery. Construction operations may proceed in other areas not affected by this clause. Care shall be exercised by the Contractor not to damage fossils or artifacts uncovered during excavation operations.

2. Failure to comply with this requirement may be considered a violation of the Archeological Resources Protection Act of 1979 as amended. Destruction of historic and prehistoric sites and/or unauthorized collection of cultural materials can result in criminal and/or civil penalties. Penalties can include fines, prison sentences, and/or confiscation of equipment.

3. If the Contractor uses fill from a nongovernmental source to perform work that is required under this project, and a new borrow site is opened or an existing borrow area is expanded in order to obtain such materials, the Contractor shall assure that any new borrow area disturbance meet the requirements of Section 106 of the National Historic Preservation Act.

C. Abatement of Air Pollution

1. The Contractor shall comply with applicable Federal, State, and local laws and regulations concerning the prevention and control of air pollution.

2. Construction activities shall be performed in such a manner that air pollution will be held to a minimum.

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3. Burning of materials, trees and brush, combustible construction materials, and rubbish will not be permitted. Construction debris shall be disposed of at a location designated by the Contracting Officer or hauled off the Station to an approved disposal site.

D. Prevention of Water Pollution

1. During construction the Contractor shall comply with all applicable Federal, State, and local laws and regulations concerning the control and abatement of water pollution.

2. The Contractor's construction activities shall be performed by methods that will prevent entrance or accidental spillage of solid matter, contaminants, debris, and other objectionable pollutants and wastes into streams, flowing or dry water-courses, lakes, ponds, and underground water sources. The Contractor shall dispose of all pollutants such as petroleum products, rubbish, cement, concrete, etc., and objectionable material shall be hauled away in tanks or barrels or buried in an approved landfill.

3. Sanitary facilities, such as chemical toilets shall be located far enough from wells, live streams, or ponds to prevent pollution of the water.

4. Dewatering work for structure foundations or earthwork operations adjacent to, or encroaching on, streams or watercourses shall be conducted in a manner which prevents muddy water and eroded materials from entering the streams or water courses. This shall be accomplished by construction of intercepting ditches, bypass channels, barriers, settling ponds, or other approved means. Excavated material shall not be placed in, or adjacent to, watercourses where it can be washed away by high water or storm runoff.

E. Environmental Litigation: Time lost due to work stoppage because of failure of the Contractor to comply with these requirements may not be the subject of a claim for extension of time, for additional costs, or damages.

1.12 PAYMENT PROCEDURE

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Contracting Officer and paid for by Government.

B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Government and Contractor.

C. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. Schedule of values.

2. Contractor's construction schedule (preliminary if not final).

D. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Written guarantees, warranties, and certificates.

3. Record (As-Built) Drawings

4. All test reports.

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1.13 SUBMITTAL ADMINISTRATIVE REQUIREMENTS AND PROCEDURES

A. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

B. Processing Time: Allow time for submittal review, including time for resubmittals. Time for review shall commence on Contracting Officer 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 resubmittals.

1. Initial Review: Allow 10 days for initial review of each submittal.

2. Resubmittal Review: Allow 10 days for review of each resubmittal.

C. Identify options requiring selection by Contracting Officer.

D. Identify deviations from the Contract Documents on submittals.

E. General Submittal Procedure Requirements:

1. Electronic Submittals: Contracting Officer’s Representative through the Contracting Officer will return annotated file by e-mail and/or standard mail.

2. Paper Submittals: Submit four (4) paper copies of each submittal unless otherwise indicated. Contracting Officer’s Representative through the Contracting Officer will return three (3) copies.

F. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. Mark each copy of each submittal to show which products and options are applicable.

2. Include the Manufacturer's product specifications, as applicable.

G. Test and Inspection Reports: Comply with requirements specified in the Statement of Work, Section 1.13 “Quality Requirements.”

H. Closeout Submittals: Comply with requirements specified in Section 1.15 "Closeout Procedures."

I. 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.

J. Government’s Action

1. Contracting Officer’s Representative will review each submittal, make marks to indicate corrections or revisions required, and return it. Contracting Officer’s Representative will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action as follows:

a. Approved as submitted.

b. Approved, except as noted. Resubmission not required.

c. Approved, except as noted. Resubmission required.

d. No action taken. See comments on reverse. Resubmission required.

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e. Disapproved.

f. Other: (comments as noted)

2. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

1.14 QUALITY REQUIREMENTS

A. Testing and inspecting services 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.

1. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements.

2. Requirements for Contractor to provide quality-assurance and -control services required by Contracting Officer or authorities having jurisdiction are not limited by provisions of this Section.

3. Specific test and inspection requirements are specified in Part 2 “Execution”.

B. Reports and Documents: Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following:

C. Permits, Licenses, and Certificates: For Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

D. Quality Assurance

1. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

2. Specialists: Certain Sections require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated.

E. Quality Control

1. Contractor Responsibilities: Tests and inspections not explicitly assigned to Government are Contractor's responsibility. Perform additional quality-control activities required to verify that the Work complies with requirements, whether specified or not.

a. Where services are indicated as Contractor's responsibility, engage a qualified, independent testing agency to perform these quality-control services.

b. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

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2. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

3. Testing Agency Responsibilities: Cooperate with Contracting Officer and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

a. Notify Contracting Officer and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.

b. Determine the location from which test samples will be taken and in which in-situ tests are conducted.

c. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements.

d. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor.

e. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work.

f. Do not perform any duties of Contractor.

4. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested.

Notify agency sufficiently in advance of operations to permit assignment of personnel.

5. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.

a. Schedule times for tests, inspections, obtaining samples, and similar activities.

1.15 TEMPORARY FACILITIES AND CONTROLS

A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to testing agencies, and authorities having jurisdiction.

B. Water Services from Existing System:

1. Non-potable water from Governments existing water system is available for use without metering and without payment for uses directly related to the project. Provide connections and extensions of services as required for construction operations.

2. Potable water will NOT be available for use on site. The Contractor shall provide, protect, and maintain an adequate water supply for use.

C. Electric Power Service from Existing System

1. Electric power from Stations existing system is available for use without metering and without payment for use directly related to the project. Provide connections and extensions of services as required for construction operations.

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D. Sanitary Facilities: Use of Government existing toilet facilities shall be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use.

E. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

F. Telephone Service: Provide temporary telephone service cellular telephone or portable two-way radio use by all construction personnel.

G. Equipment

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

2. HVAC Equipment: Unless Government authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control.

a. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited.

b. Heating Units: Listed and labeled for type of fuel being consumed, by a qualified testing agency acceptable to authorities having jurisdiction, and marked for intended location and application.

H. Waste Disposal: Fuels, lubricants, petroleum products, chemicals or other waste materials shall be disposed of in properly designated areas off Government premises.

I. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

J. Maintenance: Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage until removal.

1.16 CLOSEOUT PROCEDURES

A. Submit a written request for inspection to Contracting Officer to determine Final Completion a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests.

1. Contracting Officer will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Government, that must be completed or corrected.

B. Closeout Submittals: Submit all items listed to the Contracting Officer prior to final payment

1. Guarantees, warranties, and certificates.

2. Record (As-Built) Drawings.

3. Final reports of all tests.

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1.17 FINAL CLEANING

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

1.18 REPAIR OF THE WORK

A. Repair or remove and replace defective construction. The Contractor shall be liable for damages to roads, pavement, utilities, structures, and property, due to any act, omission, neglect, or misconduct during the period of performance of the services of this contract.

PART 2 - REHABILITATION WORK

2.1 GENERAL

A. The Contractor shall provide and pay for labor, materials, tools, construction equipment and machinery, transportation and other facilities and services necessary for proper execution and completion of Work, whether temporary or permanent, and whether or not incorporated in the Work.

B. Preform work in accordance with the approved Construction Documents.

C. Possess and maintain, for the duration of this project, a license or registration as a general contractor in the State of Colorado and/or in Lake County, if required.

D. Prior to backfill operations notify Onsite Inspector and Contracting Officer’s Representative for an inspection and elevation survey of existing treated water, reuse water and drainage piping capped as specified here and on the construction drawings.

1. Actual Pipe and valve elevations will be necessary for future phases of constructing replacement burrows raceways.

2.2 SITE PREPARATION

A. Prior to excavation all surface vegetation and topsoil (estimated 3-4 inches) shall be stripped from the borrow site and stockpiled for later reuse.

2.3 EXCAVATION, FILL, AND COMPACTION

A. Excavation of material from the borrow site shall be limited to berm that makes Pond 2. No excavation shall be done below the grade of the ponds basin.

B. Excavation shall be made to subgrade elevations and be true to grade. No excavation shall be made below subgrade elevations. Excavations made below subgrade lines shall be filled with native material, as approved by the Contracting Officer, and compacted to set standards.

Excavations shall be level, clean, true to size and clear of loose material.

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C. Any and all excavation for the convenience of the Contractor or over-excavation performed by the Contractor for any purpose or reason except as may be ordered in writing by the Contracting Officer and whether or not due to the fault of the Contractor, shall be at the expense of the Contractor. Where required to complete the work, all such excess excavation and over-excavation shall be refilled with native sand materials, as approved by the Contracting Officer, compacted to set standards, and placed at the expense of and by the Contractor.

D. In the event that it is necessary to remove unsuitable material to a depth greater than specified, the Contracting Officer shall be notified prior to removal of unsuitable material and an adjustment in the contract price shall be made in accordance with the contract. Excavations carried below the depths indicated without specific directions shall, except as otherwise specified, be refilled to the proper grade with native material and compacted to set standards.

All additional work of this nature shall be at the Contractor's expense.

E. Unsuitable material with the exception of stripped vegetation and top soils shall be removed from the site and disposed of at a jurisdictionally accepted waste management facility.

F. Embankment shall be obtained from material excavated from site and borrow. The following material classifications shall be in accordance with USCS. Embankment material must be free of rock over 6” in diameter or other unsuitable materials such as ice or frozen earth, muck, roots and debris.

G. All embankment shall be placed in horizontal layers of maximum 12 inch compacted thickness, thoroughly mixed to provide uniform moisture distribution and compaction as specified before the next layer is placed. Effective spreading equipment shall be used on each lift to obtain a uniform thickness prior to compaction. As the compaction of each layer progresses, continuous leveling and manipulation will be required to insure uniform density.

H. The addition of water shall be limited to that needed to obtain optimum moisture content.

Flooding or puddling will not be allowed.

I. Compact the embankment material to at least 85 percent of maximum dry density as determined by ASTM D698. Moisture content shall be within 2 percent of optimum.

J. Testing Schedule

1. Backfill: One test per vertical foot per 2,000 sq of area filled.

K. Materials not meeting the specified moisture content and dry density requirements as specified, as determined by the tests, shall be reworked until approved results are obtained. Reworking may include additional compaction, removal, rehandling, reconditioning, recompaction, or combination of these procedures. No additional allowance or payment shall be made for any additional work required to achieve the placement moisture content and density specified in these specifications.

L. Submit the following in accordance with provisions of Section 1.12 “Submittal Administrative Requirements and Procedures”.

1. Fill gradation and testing reports.

2. Compaction Test reports with the results of each test as specified.

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2.4 SELECTIVE SITE DEMOLITION

A. Survey existing conditions and field verify measurements and layout of area to be removed to determine extent of selective demolition required.

B. Prepare adjacent areas to prevent injury, movement or settlement of structures which are to remain.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly notify the On-Site Inspector and the Contracting Officer.

D. Remove existing roadway only to the extent required and as indicated. Use methods required to complete the Work within limitations of governing regulations.

2.5 UTILITY SERVICES SYSTEMS

A. Maintain services/systems indicated to remain and protect them against damage.

B. Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Cap or plug remaining piping with same or compatible piping material.

C. Government will arrange to shut off indicated services/systems when requested by Contractor.

D. Install detectable polyethylene film warning tape, manufactured for marking and identifying underground utilities, directly above each utility line capped and sealed. Tape shall be placed at, 24 to 36 inches below finished grade.

2.6 STRUCTURAL DEMOLITION

A. Demolish structures completely. Use methods required to complete the Work within limitations of governing regulations.

1. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire-suppression devices during flame-cutting operations.

2. Maintain fire watch during and for at least one hour after flame cutting operations.

3. Maintain adequate ventilation when using cutting torches.

B. Conduct structure demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Use of explosives is NOT permitted.

D. Completely fill below-grade areas and voids resulting from demolition operations with satisfactory soil materials according to backfill requirements in Section 3.3 "Excavation and Embankment."

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E. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades.

F. Promptly repair damage to adjacent buildings, structures, pavements, and utilities caused by demolition operations.

2.7 SALVAGE

A. Remove items scheduled to be salvaged to the Government, and place in designated storage area.

2.8 DISPOSAL OF DEMOLISHED MATERIALS

A. Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Government's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

1. Possible location for asphalt recycling is local asphalt plant. Submit all weight slips of material removed and recycled to Government.

B. Do not allow demolished materials to accumulate on-site.

C. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

D. Do not burn demolished materials.

E. Submit the following in accordance with provisions of Section 1.12 “Submittal Administrative Requirements and Procedures”.

1. Weight slips, receipts and/or record of recycling of all materials removed for recycling.

2.9 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF STATEMENT OF WORK