B08_Solicitation_Attach_1_Spec.pdf

Div. 1 V. 2022-9-6 Page | 1

BADLANDS NATIONAL PARK

INTERIOR, SD 57750

COLLECTIONS STORAGE BUILDING IMPROVEMENTS

PMIS 237636

Drawing No: 50054

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

MAY 3, 2023

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TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 - Division 01 Short Form General Requirements Division 1 Attachment A

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 19 – Selective Demolition

DIVISION 08 - OPENINGS

Section 08 11 13 – Steel Door and Frames Section 08 71 00 – Finish Hardware

DIVISION 09 – FINISHES

Section 09 99 00 - Painting

DIVISION 10-50 – See Drawings

DRAWINGS

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SECTION 01 10 00

DIVISION 1 SHORT FORM GENERAL REQUIREMENTS

PART 1 – GENERAL

ITEM 1 - DESCRIPTION OF WORK

1.1 Background:

The Collection Storage building was built in 2005 and is a combination of cast in place concrete, CMU and steal structure. The building is used by both the Badlands National Park (BADL) and

Minute Man Missile National Historic Site (MIMI). The goal of this project is to make the current structure more adept at maintaining better control of temperature and relative humidity, while increasing the security by updating the fire suppression system.

1.2 Work Covered by the Contract Documents:

A. Project Location: Badlands National Park, Collection Storage Building, 25270 ½ Ben Reifel

Road, Interior, South Dakota 57750

B. Work consists of: HVAC replacement and improvements, ductwork revisions, hollow metal doors and hardware, fire sprinkler modifications

C. All work will be performed under a single contract.

D. Period of performance: Work shall be completed within 365 calendar days of the start date provided on the Notice to Proceed. The period of performance is inclusive of 2 weather days.

ITEM 2 – PROTECTING EXISTING UTILITIES

2.1 Protecting Existing Utilities: Notify Contracting Officer (CO), Contracting Officer’s Representative

(COR) and utility companies as required to request location services prior to and to coordinate any excavation/digging operations, and/or for demolition if within Scope of Work.

2.2 Contractor shall be responsible for locating and preventing damage to known utilities on site or indoors. If contractor damage occurs, alert CO and COR as soon as safely possible, and repair utility at no additional expense to the Government. If damage occurs to an unknown utility, contact CO and COR as soon as safely possible.

2.3 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 below:

A. Notify CO and COR not less than two business days in advance of proposed utility interruptions.

B. Hours for Utility Shutdowns: Shutdowns shall not exceed 2 to 3 hours. Temporary provisions will be needed by the Contractor for periods longer than stated allowance or if required for critical systems as determined by COR.

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ITEM 3 - CONTRACTOR’S USE OF PREMISES

3.1 Conduct of Operations: At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park

Service, and applicable park rules and regulations prescribed by the Park Superintendent.

https://www.nps.gov/badl/learn/management/superintendent-s-compendium.htm

A. No signs or advertisements (except those specified herein and as required for safety) shall be displayed on the construction site or within the park unless approved by the Contracting

Officer.

B. Smoking is not permitted within any Federal building or within 25 feet of entrances, operable windows, or outdoor air intakes.

C. Tobacco use of any kind is not permitted within the collection storage building. Tobacco use is not permitted within 25 feet of entrances, exits, operable windows, or outdoor air intakes of buildings, including the loading dock. Chewing tobacco and other tobacco materials must be disposed of in approved exterior trash receptacles for tobacco.

D. Public Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public and staff.

E. Food & Beverage: Food and food containers are not permitted anywhere inside the collection storage building. Food and food containers must be disposed of in exterior trash receptacles.

Beverages in open containers are not allowed anywhere inside the Collection Storage

Building. Open containers include any vessel that cannot be securely sealed to prevent spillage. Beverage containers must be disposed of in exterior trash receptacles.

3.2 On-site work hours: Work shall be generally performed during normal business working hours of

7 a.m. to 4 p.m., Monday through Friday, except when otherwise indicated.

A. Work on Saturdays, Sundays, Federal holidays, early morning, or at night may not be performed without prior consent from the CO and COR. Submit requests for work outside of the stated normal business hours to the CO and COR for approval at least 48 hours in advance of the work.

The following Federal holidays are observed by the National Park Service:

New Year Day

Martin Luther King, Jr’s Birthday

Washington’s Birthday

Memorial Day

Juneteenth National Independence Day

Independence Day

Labor Day

Columbus Day

Veterans Day

Thanksgiving Day

Christmas Day https://www.nps.gov/badl/learn/management/superintendent-s-compendium.htm

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B. Note: Any of the above holidays falling on a Saturday will be observed on the preceding

Friday; holidays falling on Sunday will be observed on the following Monday. The specific day that each holiday is recognized for each year can be found at the following site: Federal

Holidays (opm.gov).

3.3 Contractor Use of Site:

A. General: Contractor shall have limited use of interior of the site for construction operations.

BADL Curator or other museum staff member must be present when accessing the secured museum storage area of the Collection Building. Contractor shall predict and maintain schedules due to this required coordination with NPS, notify COR well in advance of any changes. Plan work within the Collection Vault in advance and for efficient use of access. All work on perimeter doors shall occur to return building to a secure state by end of work day, see notes on drawings. Limit use of premises to construction area as shown on site plans see Division 1 Attachment A. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Driveways and Entrances: Keep driveways, access roads, 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. Schedule deliveries to minimize use of driveways and entrances as shown on site plans see Division 1 Attachment

A. .

C. Define site disturbance area, including earthwork and clearing of vegetation, to: NA

D. Utilities

1. General: Use of NPS water and electric shall be availble.

2. Water Service: Water from existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations without any additional permit costs. Use resources wisely and minimize waste of water.

3. Electric Power Service: Electric power from existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations without any additional permit costs. Power may or may not meet your construction power tool requirements, provide generators if questionable. Use power in a resourceful manner and avoid excess power waste.

4. Waste Operation:

a. Toilets: Contractor provided for contracting personnel, sufficiently lighted and ventilated toilet facilities in weatherproof, sight proof, handicap accessible (if required), sturdy enclosures with privacy locks. Units shall be serviced on a regular basis not to exceed 14-20 days. Coordinate with COR for approved location if not shown on attached site plan see Division 1 Attachment A. .

b. Waste Removal / Recycling: Contractor is responsible for removing all waste created by the project. Contractor shall recycle to the highest degree possible and empty dumpsters as necessary to avoid debris on site. Locate as coordinated with COR and as shown on site plans see Division 1 Attachment A. .

https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=2022 https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=2022

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E. Security and Protection facilities:

1. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with state and federal environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

2. Cleaning of Equipment: The Contractor shall ensure that prior to moving on to the Project Area, all equipment, is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Ensure that all equipment has been pressure washed and is free of exotic species prior to start-up of operations and moving of equipment to Project Area.

Equipment shall be considered free of soil, seeds, and other debris when a visual inspection does not disclose such material. Disassembly of equipment components or specialized inspection tools are not required.

3. Tree and Plant Protection: N/A.

4. Pest Control: Follow best practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at project completion. Perform control operations lawfully, using environmentally safe materials.

5. Temporary Enclosures: N/A

6. Site Enclosure Fence: N/A

7. Security Enclosure and Lockup: N/A

3.4 Storage - Staging Areas:

A. Confine Storage of materials and equipment to the project staging area noted on the plans/aerial. Specific storage and staging area’s may be discussed at the preconstruction briefing and as shown on site plans see Division 1 Attachment A.

3.5 Preservation of Natural Features: N/A.

3.6 Hauling Restrictions: Contractor to verify path to site and meet state and county road requirements and height restrictions for all park work/access.

3.7 Housekeeping:

A. Keep project neat, orderly, and in a safe condition at all times.

1. Dispose of waste materials and recycling legally outside the park. The contractor shall not use park dumpsters

2. Address Recycling: Government goal is to salvage and recycle as much nonhazardous construction waste as possible. Use sustainable methods to extent possible during this project, recycling material as is probable with local means. Maintain accurate documentary records for submittal of all recycled materials, example refrigerant.

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3.8 Occupancy Requirements for Buildings:

A. Existing Buildings:

1. Full Government Occupancy: Government will occupy buildings that will be under construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the CO or COR.

b. Maintain existing building in a weather tight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

c. Existing storage will remain during construction. Protect in coordination with COR and museum staff for work above and within storage areas.

d. Entries shall be protected by dust protected enclosures through construction activity.

e. Contractor shall have limited use of interior of the site for construction operations.

BADL Curator or other museum staff member must be present when accessing the secured museum storage area of the Collection Building. Contractor shall predict and maintain schedules due to this required coordination with NPS, notify COR well in advance of any changes. Plan work within the Collection Vault in advance and for efficient use of access. All work on perimeter doors shall occur to return building to a secure state by end of work day, see notes on drawings. Limit use of premises to construction area as shown on site plans see Division 1 Attachment A. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. New /Existing Buildings Unoccupied: N/A

3.9 Photo Documentation:

A. Contractor must provide existing condition, progress, and completion photos. All photos shall be in focus, show maximum range of depth of field general photo and then close up detail photo as needed. Shall be in JPEG digital form and submitted electronically by email or via

CD-R Archival Gold or DVD-R Archival Gold media with printed labels and 8 mega pixels minimum within 7 days from time of taken or as approved by COR.

B. Existing Condition Images:

1. Before starting construction, take color, dated, digital images of project site and adjacent property/roads/etc. that may be impacted by construction activity/traffic. Include existing items to remain or be salvaged from different vantage points and with context for location identification.

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C. Construction Progress Images:

1. Document all sub-surface work/ trenches etc. prior to backfill with photos covering enough overall field view to show location and then zoom in for details. (Locations and dimensions shall also be noted on as built drawing set.)

2. Maintain organized index for photos with date, description, etc.

3. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.

D. Completion Images:

1. Document all completed work within scope of work.

2. Maintain organized index for photos with date, description, etc..

3. Additional images as needed when questions or emergency situations occur. Submit within 24 hours.

3.10 Fire and Life Safety:

A. As a minimum, conduct one weekly 15 minute "toolbox" safety meetings. These meetings shall be conducted by a foreman or supervisor and attended by all construction personnel at the worksite. Topics need to coincide with work scheduled for the following week. Document and submit meeting minutes to the CO and COR within one day after the meeting and document the meetings on the daily reports.

B. Comply with the requirements of NFPA 241 (Standard for Safeguarding Construction, Alteration, and Demolition Operations). Take all necessary precautions to prevent fire during construction. Provide adequate ventilation during use of volatile or noxious substances.

C. Store and handle hazardous materials in accordance with manufacturers and OSHA 29CFR1926 Subpart D requirements 1926 | Occupational Safety and Health Administration (osha.gov). Maintain readily available, on site, MSDS/Safety Data Sheets (SDS) for each chemical.

1. Immediately report all spills of hazardous materials to the CO, COR, and park.

2. Maintain a spill emergency response kit.

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

3.11 Noise and Acoustics Management N/A

ITEM 4 - COMMENCEMENT, PROSECUTION, AND COMPLETION

4.1 The Contractor shall commence work in accordance with the terms and conditions of the contract.

Contractor shall coordinate and incorporate long lead and delivery time items within the schedule.

ITEM 5 - EXAMINATION OF THE SITE

5.1 All bidders are urged to visit the job site and examine existing conditions before submitting bids.

Contractors will be accountable for understanding existing conditions. No cost changes for items viewable during site visit will be allowed.

https://www.osha.gov/laws-regs/regulations/standardnumber/1926 https://www.osha.gov/laws-regs/regulations/standardnumber/1926

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ITEM 6 - ABBREVIATIONS

6.1 The list of abbreviations, standards and organizations which may be used in/referred within the

Construction Specifications or Special Provisions, may be found linked from the listed page below. On the home page, follow the link under “Contracting and Procurement” labeled “NPS

Reference Standards.” https://www.nps.gov/orgs/1671/do-business-with-us.htm

ITEM 7 - ACCIDENT PREVENTION

7.1 Description: The work of this section consists of establishing and implementing an effective accident prevention program (APP) and providing a safe environment for all personnel and visitors.

7.2 Submittals:

A. Accident Prevention (Safety) Plan (APP): Submit a site-specific accident prevention (safety) plan. The Plan shall be written to comply with OSHA and project requirements (a generic plan is not acceptable) including but not limited to the following:

1. Name and qualifications of responsible supervisor to carry out the program.

2. First aid and rescue procedures.

3. Training, both initial and continuing.

4. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to provide for property protection and safety of the public, National

Park Service personnel, and Contractor's employees. Identify the work included under each phase, with a Job Hazard Analysis (JHA)/Job Safety Analysis (JSA), etc. A sample

JHA template may be provided upon request.

5. Planning for possible emergency situations, such as snake bites, cave-ins, earthquake, explosions, fires, floods, power outages, slides, and windstorms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

6. Contractor to identify nearest location of medical facility for emergencies

7. Recognition that works will be performed in remote areas with limited communication or cell phone coverage if applicable.

8. Supplemental hazard specific plans may be required IAW 29 CFR 1926 or 1910.

B. Meeting and Inspection Reports: Safety Meetings: As a minimum, conduct 15 minute

"toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite. Submit a report of safety meetings and inspections to CO and COR within one day after the meeting and document the meetings on the daily reports.

7.3 Qualification of Employees:

A. Ensure that employees are physically qualified to perform their assigned duties in a safe manner to include operators of vehicles and equipment. Provide operating instructions for all equipment.

https://www.nps.gov/orgs/1671/do-business-with-us.htm

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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.

7.4 Accident Reporting: The Contractor shall report all accidents to the CO and COR as soon as safely possible and assist the CO and COR and other officials as required in the investigation of the accident.

7.5 First Aid Facilities: Provide access to facilities for the number of employees and appropriate to the hazards associated with the types of ongoing construction work at the site.

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

7.7 Personal Protective Equipment (PPE): It is the Contractor's responsibility to require all those working on or visiting the site to wear necessary protective equipment at all times.

A. PPE must meet requirements of applicable ANSI standards. Selection shall conform to OSHA

29CFR 1926 Subpart E.

B. A hard hat use area shall be designated by the Contractor. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer.

C. All PPE will be serviceable at all times. At a minimum, maintain four (4) sets of PPE including hard hats and all other Accident Prevention Plan required equipment.

7.8 Hazardous Materials: It shall be the responsibility of all operators and contractors, functioning within the park to properly cleanup, mitigate and remediate if necessary, all unauthorized discharges of hazardous materials or non-hazardous chemical and biological products released from fleet and/or other support vehicles or stationary sources. Response shall be consistent with guidelines established by federal, state, and local regulations, and as outlined within the operator's Safety or Hazardous Materials Business Plan.

A. If a spill, leak, or other release occurs, the operator shall as soon as possible, without impeding cleanup, notify the local 911 Emergency Response, COR and or the National Park

Service Emergency Dispatch.

ITEM 8 - PRECONSTRUCTION CONFERENCE

8.1 If the Contracting Officer decides to conduct a preconstruction conference, the successful offeror will be notified and will be required to attend. The Contracting Officer’s notification will include specific details regarding the date, time, and location of the conference, any need for attendance by subcontractors, and information regarding the items to be discussed. See Item 9.1C below.

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ITEM 9 - SUBMITTALS

9.1 General Contracting Submittal Procedures:

A. General: Prepare and submit submittals required by individual Technical Specification

Sections. Types of submittals are indicated in individual specific sections.

1. CM-16 Transmittal Form: All submittals shall be transmitted via electronic email using

National Park Service form CM-16 form. The form will be provided by the Contracting

Officer. No action will be taken on a submittal item unless accompanied by the CM-16 transmittal form. Submit completed CM-16 forms to the CO and the COR

B. Submittal List: administrative required submittals are listed below in 9.1.C and does not include technical section submittal requirements included in each technical section.

C. Preconstruction Conference Submittal: Satisfactory evidence of liability insurance coverage and workman’s compensation, and any applicable bonds, must be submitted within 10 calendar days of Notice of Award. The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed may not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to

Proceed has been issued. Contracting Officer will notify Contractor of tentative date for the

Pre-Construction Conference:

1. Letter designating Project Superintendent.

2. Construction Schedule. (Must include shop drawings, procurement time including long lead time items, mobilization, trade work progression and completion at minimum.)

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention (Safety) Plan (see section 7 of this document).

5. A list of Subcontractors for this project.

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses (SF1413).

7. Quality Control Plan.

8. Waste Management Plan. Including but not limited to Recycling Plan and Freon management.

9.2 Project Shop Drawings, Product Data, and Samples: Contracting Officer will provide sample cover sheet and a list of required submittals is included in each technical specification or attached at the end of this document.

A. Shop Drawings: Indicate all coordinating materials and work impacting the installation coordination, connection details, anchorage requirements, hardware locations, and installation details and locations.

1. Submit Shop Drawings according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and two full size hardcopy documents to COR.

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B. Product Data: Provide component construction and specification data sheets, anchorage requirements and any other product specific data.

1. Submit Product Data according to Part 9.1 of this section to include one digital file (.PDF or .TIF) to COR.

C. Samples: Submit 2 color samples 4” x 6” minimum in size for all color and product selections.

Paint samples shall be actual paint finish drawdown for all project colors.

1. Submit Samples CM-16 Transmittal Form according to Part 9.1 of this section to include one digital file (.PDF or .TIF) and physical samples of actual material to COR.

D. For submittals specified above, forward submittals to Contracting Officer and COR at least 15 days before need for approval (depends on length of project).

E. After approving submittals, Contracting Officer and/or COR will return one copy to the

Contractor. If submittals are not approved, Contracting Officer will return all copies to

Contractor with reasons for rejection. Resubmit, identifying changes. Any work done before approval shall be at Contractor's own risk.

9.3 Approved Equals: If an item in this solicitation is identified as “brand name or equal” or lists more than 1 manufacturer, the description of the proposed item must reflect the characteristics and level of quality that will satisfy the Government’s needs as demonstrated by the salient physical, functional, or performance characteristics that “equal” products must meet and/or exceed that as specified in the solicitation or relevant specification.

A. For each item proposed as an “approved equal,” submit supporting data, including:

1. Drawings and samples as appropriate.

2. Comparison of the characteristics of the proposed item with that specified and with the salient characteristics provided.

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

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

5. Manufacturer’s literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists.

Describe availability of maintenance service, and state source of replacement materials.

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

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

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

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

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

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

C. Approved Equals will be evaluated and approved/disapproved during the submittal process.

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9.4 Schedule of Values: Submit the Schedule of Values a minimum of one week prior to the

Preconstruction Conference for COR review. Schedule of Values shall include defined work line items with cost break downs including labor, material, and equipment for COR approval.

9.5 Progress Reporting: The initial Construction Schedule and Schedule of Values are required a minimum of one week prior to the Preconstruction Conference. After the Notice to Proceed is issued and after on-site work begins, progress will be documented via daily logs and by providing an updated Construction Schedule and Schedule of Values when requested, but minimally with each pay application. Submit digital copy electronically (PDF preferred) of all required documents.

Construction Schedules are normally in bar chart form and indicate estimated starting and completion dates for each part of the work. For a pay application to be reviewed and processed in a timely manner, the following information must either be submitted prior to or accompany submission of the pay application:

A. Daily/weekly progress reports during construction as part of the administration process.

B. Updated Schedule of Values: Breakdown each lump-sum item into component work activities used in the schedule, for which progress payments may be requested. The Schedule of

Values will form the basis for payment. The work activities broken out within the schedule of values shall be integrated into and made a logical part of the construction baseline schedule submitted under this specification. The total costs for the component work activities shall equal the contract price for that lump-sum item. The Contracting Officer may request data to verify accuracy of dollar values. A sample Schedule of Values format may be provided upon request.

ITEM 10 – TEMPORARY SERVICES

10.1 It is the Contractor’s responsibility to provide temporary services, equipment, tools, and skilled labor as required for the chosen means and methods to perform the work in accomplishing this

Contract.

ITEM 11 - PROJECT CLOSEOUT

11.1 Description: The work of this section consists of final cleanup, closeout submittals, final inspection procedures working toward Final Acceptance.

11.2 Cleaning: Remove all tools, equipment, surplus materials, and rubbish. Move attic stock to location coordinated with COR. At time of final inspection, project shall be thoroughly clean and ready for intended use. Inspector holds the right to reschedule if project is not ready for inspection.

11.3 Completion and Final Inspection: Contractor shall submit written certification of project completion and request a final inspection to the Contracting Officer and COR. The Contracting

Officer or designee will make an inspection within 10 days of receipt of request or at a mutually agreeable time.

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A. If the work is determined to be complete following the final inspection with minor comments, the COR will prepare and provide the Contractor a Punch List noting outstanding items to be addressed.

B. If the work is not determined to be complete following the final inspection, the Contracting

Officer will notify Contractor in writing, stating reasons. Contractor, after completing the work according to the Contract Documents, shall resubmit completion and request a new final inspection. Re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction contract clause.

C. Contractor shall complete the Punch List within 30 calendar days, or a time directed by the

CO.

D. Once Contractor completes all items of work on the Punch List and all contractually required items are accepted, Contracting Officer will issue Letter of Final Acceptance of Work and request the final pay application.

E. If the Contractor fails to complete the work within the time frame, the Contracting Officer may correct the work with an appropriate reduction in contract price or charge for re-inspection costs in accordance with the Inspection of Construction contract clause.

F. Disposition of any permits and warranties required by the specifications in this section.

11.4 Final Acceptance of the Work: After all punch list deficiencies have been corrected, a Letter of

Final Acceptance will be issued. A Release of Claims document must be executed and submitted to the Contracting Officer before final payment can occur.

11.5 Warranties

A. Construction Warranty shall be based on date of final acceptance of the work and remain in effect for one year.

B. Provide all manufacturer warranty information of products installed organized by Division. All contact information, extent of coverage and conditions shall be clearly noted as well as date of overall final acceptance.

C. Information shall include operation and maintenance manuals for each warranted product.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXCUTION (NOT USED)

END OF SECTION

Division 1 – Attachment A

Division 1

Attachment A: Site/Building Access, Parking and Storage

Acceptable Parking

No Parking or Storage of Material at Any Time.

On Site Trash Receptacle and portable toilets

On Site Storage

No Access without NPS Museum Staff No Access without NPS Staff

SELECTIVE DEMOLITION 024119 - 1

SECTION 02 41 19

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.3 PREINSTALLATION MEETINGS

A. Pre-demolition Conference: Conduct conference at the Collections Storage Building at Badlands National Park, Interior, South Dakota.

1.4 INFORMATIONAL SUBMITTALS

A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property for dust control at interior of collections storage building. Indicate proposed locations and construction of barriers.

B. Schedule of selective demolition activities with starting and ending dates for each activity.

C. Pre-demolition photographs or video.

D. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician.

1.5 CLOSEOUT SUBMITTALS

A. Inventory of items that have been removed and salvaged.

1.6 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.

1.7 FIELD CONDITIONS

A. NPS will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Park’s operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by NPS as far as practical.

1. Before selective demolition, NPS will remove the following items.

SELECTIVE DEMOLITION 024119 - 2

a. Park collections, museum artifacts, and other storage items will be removed from the area of work in the Staging area by NPS prior to start of selective demolition.

Duct modifications within the Collections Vault must be worked around in place protecting existing storage / items that will remain.

C. Notify COR of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb, immediately notify the COR. Hazardous materials will be removed by NPS under a separate contract.

E. Storage or sale of removed items or materials on site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire protection facilities in service during selective demolition operations.

G. Arrange selective demolition schedule so as not to interfere with NPS operations.

1.8 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Inventory and record the condition of items to be removed and salvaged.

3.2 PREPARATION

A. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment according to 40 CFR 82 and regulations of authorities having jurisdiction.

SELECTIVE DEMOLITION 024119 - 3

3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. COR will arrange to shut off indicated services/systems when requested by Contractor.

2. Arrange to shut off utilities with utility companies.

3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to NPS.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.

3.4 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent building and facilities to remain.

B. Remove temporary barricades and protections where hazards no longer exist.

3.5 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping.

Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

SELECTIVE DEMOLITION 024119 - 4

4. Maintain fire watch during and for at least six (6) hours after flame-cutting operations.

5. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

6. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items: N/A.

D. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by COR, items may be removed to a suitable, protected storage location during selective demolition and reinstalled in their original locations after selective demotion operations are complete.

3.6 CLEANING

A. Remove demolition waste materials from Project site:

1. Do not allow demolished materials to accumulate on site.

2. Remove and transport debris in a matter that will prevent spillage on adjacent surfaces and areas.

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

4. Comply with requirements specified in Section 011000 “Division 01 General

Requirements”.

B. Burning: Do not burn demolished materials.

C. 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.

081113-1

SECTION 081113

STEEL DOORS AND FRAMES

PART 1 - GENERAL

1.01 QUALITY ASSURANCE

A. Provide Doors and Frames complying with Steel Door Institute "Recommended Specifications:

Standard Steel Doors and Frames" (SDI-100) and as herein specified.

B. Fire-Rated Assemblies: Provide fire-rated door and frame assemblies and window frame assemblies bearing the label of Underwriters Laboratories or ITS-Warnock Hersey, indicating the applicable rating and classification specified. Steel door assemblies shall conform to Uniform

Building Code 7-2-1997 and UL10C.

1.02 SUBMITTALS

A. Shop drawings: Indicate door and frame elevations and sections, materials, field verified dimensions to fit existing frames to remain, gauges and finishes, fabrication and erection details, and locations of hardware. Do not proceed with any fabrication until all details are approved.

1.03 DELIVERY, STORAGE, AND HANDLING

A. Deliver steel doors individually packaged. Ship door frames with temporary shipping spreaders at door opening bottoms, not to be used for setting frames (3-sided frames of like size may be pair bundled).

B. Store doors and frames at building site in an upright position under waterproof cover on wood blocking and provide spacers to promote air circulation.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Steel sheets shall be cold rolled, commercial quality carbon steel complying with ASTM A-366 and A-568. Galvanized steel shall be galvannealed to A-60 minimum coating weight per ASTM

A-924.

B. Metal Frames for Doors, Windows, and Borrowlites: Frames shall be fabricated from 16-gauge cold rolled steel (galvannealed at exterior). Frames shall be of types and styles as shown on the

Drawings and Schedules.

1. Miter or butt joint and continuously weld frame face to form a one-piece, neat mitered corner assembly.

2. Door frames shall be equipped with one welded-in floor anchor in each jamb. Jamb anchors shall be of the proper type for the particular construction involved (i.e., wood frame, masonry, concrete or steel stud).

3. Except at frames receiving weatherstripping/gasketing, prepare stops for and supply with 3 silencers in strike jamb of single openings and 2 silencers in head of paired openings.

081113-2

C. Metal Doors:

1. Face Sheets and Fillers: Face sheets shall be 18-gauge cold rolled steel (galvannealed at exterior). Face sheets shall be internally welded to steel stiffeners to support the face sheets against impact and to assure flat face sheet surfaces, or shall be bonded to a rigid polystyrene, or polyurethane core (polyurethane core only at exterior). If steel stiffeners are used, doors shall be filled with mineral rock wool or fiberglass.

2. Vertical edges shall be 14-gauge channels with each face sheet wrapped around the channels, meeting at the center of the edge, with the seam welded, filled and ground smooth. Bevel lock edge 1/8 inch in 2 inches.

3. Top and bottom edges shall be 16-gauge steel channels. Provide all doors with flush top caps. At exterior doors, seal joints in top edges against water penetration and provide weep-hole openings in bottom of doors to permit moisture to escape.

2.02 FABRICATION

A. Finish Hardware Preparation:

1. Prepare doors and frames to receive mortised and concealed hardware in accordance with final Door Hardware Schedule and templates provided by hardware supplier. Comply with applicable requirements of ANSI A115 Series Specifications for door and frame preparation for hardware.

2. Reinforce doors and frames to receive surface applied hardware in compliance with ANSI

A250.6. Drilling and tapping for surface applied hardware may be done at project site.

B. Provide standard stops and moldings around glazed lights and louvers where indicated. Form corners of stops and moldings with butted or mitered hairline joints.

C. Shop Paint: After fabrication, doors shall be thoroughly cleaned and degreased, phosphatized, and painted with a rust-inhibitive primer.

D. Undercut doors as required to work with thresholds or floor coverings as indicated in the Room

Finish Schedule.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Installation of Frames: Frames shall be installed plumb, rigid and in true alignment, and be fastened so as to retain their position and clearance during construction of partitions. Frames in masonry walls shall be filled with mortar as the wall is laid up. Frames in solid plaster or steel stud walls shall be completely filled with plaster except when drywall is used. When temperature conditions necessitate an additive to be used in the plaster or mortar to prevent freezing as the frames are installed, the inside of the frames shall be coated in the field with a corrosion inhibiting bituminous material by the contractor installing the frames.

B. Installation of Doors: Doors shall be installed plumb and in true alignment in a prepared opening and be fastened to achieve the maximum operational effectiveness and appearance of the unit.

Install miscellaneous items.

END OF SECTION 081113

087100-1

SECTION 087100

FINISH HARDWARE

PART 1 - GENERAL

1.01 QUALITY ASSURANCE

A. The finish hardware supplier shall be responsible for furnishing physical hardware to the aluminum framing system manufacturer prior to fabrication, and for coordinating hardware delivery requirements with the hardware manufacturer, the General Contractor and the aluminum framing system manufacturer to insure the building project is not delayed.

1.02 SUBMITTALS

A. Hardware Schedule: Coordinate hardware with doors, frames and related work to ensure proper size, thickness, hand, function and finish of hardware. Submit final hardware schedule to include the following:

1. Type, style, function, size and finish, manufacturer, location, door and frame sizes and materials and explanation of all abbreviations, symbols, and codes.

B. Keying Schedule: Coordinate keying requirements with Owner and submit separate schedule indicating Owner's final instructions on keying of locks. Review the keying system with the

Owner and provide master or grandmaster type, either new or integrated with Owners existing system.

C. Templates: Furnish hardware templates to each fabricator of doors, frames and other work to be factory-prepared for the installation of hardware.

1.03 PRODUCT HANDLING

A. Tag each item or package separately, with identification related to final hardware schedule, and include basic installation instructions and templates with each item or package.

PART 2 - PRODUCTS

2.01 SCHEDULED HARDWARE

A. Requirements for design, grade, function, finish, size and other distinctive qualities of each type of finish hardware shall be as indicated in this section.

B. Provide additional items of hardware which are necessary to make a complete workmanlike installation even though such items are not specified. Such miscellaneous items shall be equal in quality to items which are specified.

087100-2

2.02 HARDWARE DESCRIPTION

A. List of Manufacturers:

Hardware Item Specified Approved Manufacturer

Hinges McKinney Best, Hager

Exit Devices Precision Sargent, Von Duprin

Cylinders Best No Sub

Closers Norton LCN, Sargent

Flat Goods & Stops Rockwood Trimco

Weatherproofing Pemko National Guard

2.03 KEYING

A. General: Supplier will meet with Owner’s personnel to finalize keying requirements and obtain final instructions in writing.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Mounting Heights: Mount hardware units at heights indicated in following applicable publications unless specifically indicated or required to comply with governing regulations:

1.) Standard Steel Doors and Frames: DHI “Recommended Locations for Architectural

Hardware for Standard Steel Doors & Frames.”

2.) Wood Doors: DHI WDHS.3 “Recommended Locations for Architectural Hardware for

Wood Flush Doors.”

B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Do not install surface-mounted items until finishes have been completed on the substrate.

C. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation.

D. Drill and countersink units which are not factory-prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. Use Phillips head fasteners when exposed.

E. Set thresholds for exterior doors in full bed of polyisobutylene mastic sealant.

3.02 ADJUST AND CLEAN

A. Adjust and check each operating item of hardware and each door, to ensure proper operation.

C. Clean adjacent surfaces soiled by hardware installation.

087100-3

3.03 HARDWARE SCHEDULE

Hardware Set 1 (Door # 01A)

3 Each Hinge TA2314 or T4A3386 x NRP SSF US26D MK match existing frame preps

1 Each Exit Device 2101 EO 630 PR

1 Each Closer CPS7500 689 NO

1 Each Kick Plate K1050 8" x 2" L.D.W. US32D RO

1 Each Threshold 2005AT PE

1 Each Weatherstrip 305CS PE

1 Each Gasket S88BL PE

1 Each Rain Drip 346C D.W. + 4” PE

1 Each Sweep 315CN PE

Thoroughly clean frame before installing adhesive gasket.

Hardware Set 2 (Door # 01B)

6 Each Hinge TA2314 or T4A3386 x NRP SSF US26D MK match existing frame preps

1 Each Keyed Mullion KR822 689 PR

1 Each Exit Device 2101 LD EO (LHR leaf) 630 PR

1 Each Exit Device 2103 LD 4903A 630 PR

2 Each Cylinder 12E-72 S2 RP3 626 BE

2 Each Closer PR7500 (180 degree swing) 689 NO

2 Each Kick Plate K1050 8" x 2" L.D.W. US32D RO

2 Each Door Holder & Stop…