Attachment01_Specifications.pdf

Div. 1 V. 2021-10-18 Page | 1

Lincoln Boyhood National Memorial

Lincoln City, IN

Refurbish Memorial VC Wood Entry Doors

PMIS 237548

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

February 2022

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TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 10 00 - Division 01 Short Form General Requirements

DIVISION 08 – Exterior Wood Doors

Section 08 14 16 – Exterior Wood Doors

ATTACHMENTS

Attachment 1 – Photographs Attachment 2 – Product Submittals Attachment 3 – Building Plans – Work Site Locations

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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 Lincoln Boyhood National Memorial (referred from here on as the “VC”) was constructed in 1945. The National Park Service (NPS) enclosed the cloister and added an office addition in 1965. The VC is often the first stop for visitors and annual visitation is in the 125,000 range. The doors to be refurbished are located in the Nancy Hanks Lincoln Hall and Abraham Lincoln Hall, both part of the original construction. The doors have been refurbished several times in the past. Work has consisted of wood repair, resurfacing and hardware repair – all refurbishment in this project will be “replacement in kind”.

1.2 Work Covered by the Contract Documents:

A. Project Location: Lincoln Boyhood National Memorial 3027 E South St, Lincoln City, IN 47552.

See location in appendix under “Building Plan”.

B. Work consists of: Six doors (listed below) will be removed from the structure and the openings temporarily sealed. Each door will be removed and repaired individually; temporarily sealed openings will only be allowed on one door or one door set at a time. The doors will be refurbished at the contractors shop and returned/reinstalled at the VC after each door is completed. The work will consist of: a door will be removed and the opening temporarily sealed, each door will be inspected for wood rot and repairs made as needed, each door will be stripped to bare wood and refinished, all original hardware will be inspected and lubricated then reutilized, weather stripping will be replaced in kind, each door will match as close as possible to the original frame color and patina. The repair work must not be noticeable to the naked eye and all doors will function reliably at the conclusion of the project. IT IS HIGHLY RECOMMENDED THAT A PRE-BID SITE VISIT

BE PERFORMED BY PROSPECTIVE BIDDERS. ALL DIMENSIONS AND QUANTITIES

CONTAINED IN THIS DOCUMENT ARE APPROXIMATE.

1. Door 1: East side access to the accessible bathrooms.

2. Door 2: East side access to the Nancy Hanks Lincoln Hall (NHL). These are double doors.

3. Door 3: West side access to the Abraham Lincoln Hall (ALH). These are double doors.

4. Door 4: West side rear access to the ALH.

Exterior Wood Doors - Dimensions

1. Door Type: Exterior wood entry door with security lock

a. Door width in inches: 33.75”

b. Door height in inches: 84”

c. Door Thickness: 2.25”

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d. Contractor to verify hardware repairs required.

e. Location and Quantity of DF1 door and frame units: 1, VC East Side access to

Accessible Bathrooms.

2. Door Type: Exterior wood entry door with security lock

a. Door width in inches: Handle side: 30.5”, Locked side: 29.75”

b. Door height in inches: 83.25”

c. Door Thickness: 2.125”

d. Contractor to verify hardware repairs required.

e. Location: East side access to the Post Office and NHL (Double Doors)

3. Door Type: Exterior wood entry door with security lock

a. Door width in inches: Handle side: 30.5”, Locked side: 29.75”

b. Door height in inches: 83.25”

c. Door Thickness: 2.125”

d. Contractor to verify hardware repairs required.

e. Location: West side access to ALH (Double Doors)

4. Door Type: Exterior wood entry door with security lock – 12 Lites

a. Door width in inches: 35.75”

b. Door height in inches: 83.5”

c. Door Thickness: 2.125”

d. Contractor to verify hardware repairs required.

e. Location: West side rear access to ALH

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

D. Period of performance: Work shall be completed within 87 calendar days of the start date provided on the Notice to Proceed. 30 days for material procurement and submittals, 50 days on site to substantial completion, 7 days for final completion. The period of performance is inclusive of 3 weather days.

ITEM 2 - EXISTING UTILITIES

2.1 Existing Utilities: Notify Contracting Officer (CO), Contracting Officer’s Representative (COR) and utility companies to coordinate proposed locations, times for excavation and request location services prior to any digging operation.

A. Water service will be available for contractor handwashing, cleaning, and eye washing needs only. The contractor will not use bathroom sinks for part or tool cleaning of any type.

B. 110/120 Volt Electrical service will be available for contractor use, 210/220V service is not available.

C. The contractor will install barriers to minimize heat loss, dust, and noise issues. The COR will pre-approve all barrier types and methods of installations before use.

2.2 Contractor shall be responsible for locating and preventing damage to known utilities. 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:

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

2.3.2 Hours for Utility Shutdowns: Utility shutdowns shall not exceed 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.

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. Applicable rules and regulations, other than those listed, may be reviewed at the pre-contract meeting. SUPERINTENDENTS COMPENDIUM: https://www.nps.gov/libo/learn/management/lawsandpolicies.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. Public Use of Site: Contractor shall at all times conduct operations to ensure the least inconvenience to the public.

1. The NPS will be responsible for posting signs to inform visitors of the reason each exit is not open to the public.

2. The contractor will supply a reasonable date of reinstallation for each door removed.

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

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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 the site for construction operations. Limit use of premises to construction area as shown on site plan (see appendix for Building Plan - Locations of Work). Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Limits: The contractor is limited to the locations of the 4 door openings. No work is permitted beyond the door openings. Each site will be cleared of materials, tools, waste, etc. and cleaned before the end of each workday.

1. The contractor will not disturb or block exterior walkways. Visitors will not be inhibited from accessing other entry doors (i.e., doors that will not be repaired under this contract) in any way.

C. 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.

1. The contractor will be authorized no more than 2 pre-identified parking spots for contractor work vehicles.

2. Material deliveries will be scheduled with the COR.

D. Limit site disturbance.

a. No vegetation will be removed, destroyed, or affected in any way.

b. Walkways, patios, and access points will be left open to the public. The contractor may temporarily place equipment (air compressor, generator, etc.) on walkways to avoid vegetation or lawn damage. The equipment may remain in place for the shortest term possible – see COR for equipment placement locations.

c. No washing of equipment or fluid leaks will be allowed within the park.

d. Site cleanup is limited to soap and water (green) methods only.

E. Utilities

a. General: Cost or use charges for temporary facilities shall be included in the Contract

Sum as required.

b. 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.

c. 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.

d. Toilets: Contractor will provide portable toilets as needed for contracting personnel. The toilet facilities will be sufficiently lighted and ventilated, and weatherproof, sight proof, handicap accessible (if required). The units will be sturdy enclosures with privacy locks.

Coordinate with COR for approved location if not shown on attached site plan.

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1. The contractor is not required to use temporary toilet facilities unless desired. The contracted personnel may use the toilet facilities located in the VC as long as they are used in a manner acceptable to the COR (i.e., kept clean and not used as a storage or warming facility).

D. 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.

1. 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.

2. Tree and Plant Protection: Provide tree/plant protection as needed in the work location(s).

b. Coordinate with COR.

c. Restore damaged areas to original condition, repairing or replacing damaged trees and plants, at no additional expense to the Government.

d. Provide temporary barriers to protect existing trees and plants and root zones.

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

f. Do not fasten ropes, cables, or guys to trees.

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

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. Site Enclosure Fence: Site enclosure fences will not be required.

6. Security Enclosure and Lockup: Government keys will not be issued to contractor personnel unless deemed necessary by the COR. The contractor will maintain security by restricting distribution to authorized personnel. Provide CO and or COR with the names and contact information of contractor personnel authorized to use assigned keys.

7. Temporary Enclosures: Temporary site barriers such as signs, cones, or barricades will be used when working on each door location. Each barrier will be removed at the end of each workday.

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3.4 Storage - Staging Areas:

A. Confine Storage of materials and equipment to the project staging area noted on the plans/aerial. No cost specific storage and staging area’s will be discussed at the preconstruction briefing. One parking lot location will be available for temporary (daily) storage. Limits of use and control shall be subject to CO and COR approval. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

3.5 Preservation of Natural Features. Do not disturb or destroy vegetation near each doorway work site.

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.

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

b. 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 used including fly ash and slag cement.

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.

B. New Buildings/Existing Buildings Unoccupied (Not applicable for this project)

1. Contractor shall be responsible for and protect the entire facility and construction site from notice to proceed through final acceptance.

2. Government Occupancy of Completed Areas of Construction: Government reserves the right to occupy and to place and install equipment in completed areas of building, provided such occupancy does not interfere with completion of the Work. Such

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a. Contracting Officer will prepare a Beneficial Occupancy letter for each specific portion of the Work to be occupied before Government acceptance.

b. Obtain a Certificate of Occupancy from the NPS before Government occupancy.

c. Before partial Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.

d. On occupancy, Government will assume responsibility for maintenance and custodial service for occupied portions of building.

3.9 Photo Documentation:

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.

A. Existing Condition Images:

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.

B. Construction Progress Images:

1. Document all sub-surface work prior to repair 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.

8. 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.

4. Images to be uploaded onto a NPS supplied thumb or flash drive. All images are the property of the NPS and may not be used in any way by the contractor and their personnel.

3.10 Fire and Life Safety:

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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.

a. 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.

b. Store and handle hazardous materials in accordance with manufacturer’s 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.

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

ii. Maintain a spill emergency response kit.

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

3.11 Noise and Acoustics Management

D. Noise Control: Perform all door project operations to minimize noise. Perform noise-producing work in less sensitive hours of the day or week as directed by the Contracting Officer or COR.

E. Repetitive and/or intermittent, high-level noise: Permitted only during Daytime.

1. Do not exceed the following dB(A) limitations at 50 feet:

Sound Level in dB(A) Time Duration of Impact Noise 70 More than 12 minutes in any hour 80 More than 3 minutes in any hour

2. Maximum permissible construction equipment noise levels at 50 feet:

Equipment Operations dB(A) Materials Handling dB(A) Compressors 75 Pneumatic Tools 80 Pumps 75 Saws 75 Generators 75 Vibrators 75

F. Ambient Noise:

1. Maximum noise levels (dB) for receiving noise area at property line shall be as follows:

a. Residential receiving area :

Daytime: 65 dB Nighttime: 45 dB

b. Commercial/Industrial receiving area:

Daytime: 67 dB Nighttime: 65 dB

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.

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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.

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: fire, power outages, high wind events, or snowstorms. 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 work 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 one 15 minute

"toolbox" safety meeting per week. 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:

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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.

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 all 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 may be designated by the Contractor. The hard hat area shall be posted by the Contractor in a manner satisfactory to the Contracting Officer.

C. A dusk mask area may be designated by the contractor. The area shall be posted by the contractor in a manner satisfactory to the CO and COR. If a dust mask area is posted, all contractor personnel will wear approved dust masks. Dust masks will be available for authorized work site visitors (COR and Technical Representatives).

D. All PPE will be serviceable at all times. At a minimum, maintain 4 sets of PPE to include 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 notify as soon as possible, without impeding cleanup, the CO, COR, and the National Park Service Emergency Dispatch.

ITEM 8 - PRECONSTRUCTION CONFERENCE: 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.

ITEM 9 - SUBMITTALS

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9.1 General 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.

9. Indoor Air Quality (IAQ) Management Plan.

10. Historic Preservation Treatment Plan Submitted to AHJ (Authority Having Jurisdiction).

The AHJ is the COR in collaboration with the Midwest Region Compliance Office.

9.2 Shop Drawings, Product Data, and Samples: Contracting Officer will provide sample cover sheet.

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.

B. Product Data: Provide component construction and specification data sheets, anchorage requirements, wood replacement, 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.

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

Paint/Stain samples shall be actual 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(s).

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.

9.4 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.

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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 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.

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.

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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

SECTION 081416

EXTERIOR WOOD DOORS AND FRAMES (2019 Version)

PART 2 - GENERAL

2.1 SCOPE OF WORK

A. Project Location: Lincoln Boyhood National Memorial (Visitor Center - VC), 3027 E South St, Lincoln City, IN 47552

B. Building(s) Name/Identifier: Memorial Visitor Center

C. Work consists of the following: Removal and refurbishment of 6 existing exterior wood doors indicated on the plans and photographs in the SOW. Two doors are singles, two door openings are double doors. Work includes individual (one set at a time) removal of the existing exterior wood doors. The doors will be removed to the contractors shop for refurbishment. The door openings will be temporarily secured with a method agreed upon by COR and contractor. Re-installation of the repaired exterior wood doors

Page | 17 associated sealants, paint or staining, hardware, and trim as specified herein. Finish to be completed on interior and exterior.

D. Exterior Wood Doors

1. Door Type: Exterior wood entry door with security lock

a. Door width in inches: 33.75”

b. Door height in inches: 84”

c. Door Thickness: 2.25”

d. Contractor to verify hardware repairs required.

e. Location and Quantity of DF1 door and frame units: 1, VC East Side access to Accessible Bathrooms.

2. Door Type: Exterior wood entry door with security lock

a. Door width in inches: Handle side: 30.5”, Locked side: 29.75”

b. Door height in inches: 83.25”

c. Door Thickness: 2.125”

d. Contractor to verify hardware repairs required.

e. Location: East side access to the Post Office and NHL (Double Doors)

3. Door Type: Exterior wood entry door with security lock

a. Door width in inches: Handle side: 30.5”, Locked side: 29.75”

b. Door height in inches: 83.25”

c. Door Thickness: 2.125”

d. Contractor to verify hardware repairs required.

e. Location: West side access to ALH (Double Doors)

4. Door Type: Exterior wood entry door with security lock – 12 Lites

a. Door width in inches: 35.75”

b. Door height in inches: 83.5”

c. Door Thickness: 2.125”

d. Contractor to verify hardware repairs required.

e. Location: West side rear access to ALH

1.2 SUMMARY

A. Section Includes:

1. Wood doors with “in-kind” or transparent finish, interior and exterior.

2. Brass and metal hardware to include handles, locks, kick and push plates, door opener/closers, weather stripping

3. Stain or Paint to match – interior and exterior

2.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

2.4 ACTION SUBMITTALS

A. Product Data: For each type of product, including the following:

1. Door: wood repairs - materials and construction.

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2. Door: Finishes (stain and finish)

3. Door: window repairs, material, and construction.

4. Hardware: repairs (if required), material and construction.

5. Frame and Hinge Repair (if needed), material and construction, include screw type

2.5 INFORMATIONAL SUBMITTALS

A. Field quality-control reports.

B. Operations and Maintenance Manuals.

C. Product Test Reports.

D. Sample Warranties.

2.6 SUBMITTAL COORDINATION

A. Submittal List: A submittal list has been attached to the end of this Specification Section. The intent is to provide an overall summary of the submittal requirements and not a comprehensive list. The requirements of the individual Specification Sections, terms and conditions of the Contract still apply regardless of what is shown on the submittal list.

2.7 CLOSEOUT SUBMITTALS

A. Warranty documents for products used.

2.8 QUALITY ASSURANCE

A. Manufacturer's Certification for all products used

2.9 DELIVERY

A. Deliver in original packaging and protect from weather.

2.10 STORAGE AND HANDLING

A. Store door units in an upright position in a clean and dry storage area above ground to protect from weather.

2.11 WARRANTY

1. Refurbishment Material Manufacturer's Warranties: Submit warranty information for all products used in refurbishment. Contractors Warranty shall also include reinstallation and finishing of replacement doors if needed.

2. Warranty shall be in effect for no less than one year from completion.

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PART 3 - PRODUCTS

3.1 PERFORMANCE REQUIREMENTS

3.2 FLUSH WOOD DOORS AND FRAMES, GENERAL

A. Quality Standard: In addition to requirements specified, comply with American National Standard Institute (ANSI)/Window & Door Manufacturers Association (WDMA)

ANSI/WDMA I.S. 1A.

1) Screw-Holding Capability: for Extra Heavy Duty 550 lbf (2440 N), and for Heavy Duty installations 475 lbf (2110 N) in accordance with

WDMA T.M. 10.

3.3 FABRICATION

A. Ensure fit to existing door frames after refurbishment. All doors to suit frame-opening sizes indicated.

1. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated.

B. Ensure all hardware fit doors after refurbishment

1. Locate hardware to pre-removal locations

2. Comply with final hardware schedules, door frame Shop Drawings, American National Standard Institute (ANSI)/Builders Hardware Manufacturers Association (ANSI/BHMA) ANSI/BHMA-156.115-W, and hardware templates.

C. Openings: Ensure openings (windows) are not damaged and repaired to pre-removal standards

1. Light Openings: Ensure lights are repaired with approved materials

2. Glazing: glaze doors with approved materials

3.4 SELECTIVE DEMOLITION

A. General: Remove existing construction only to the extent required for repairs and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Carefully remove hardware such as hinges and screws with the least amount of damage as possible. Notate each set with marking to indicate specific door and locations.

2. Carefully move doors using protective blankets or materials that will not damage any part of the door during transport.

3. Dispose of demolished items and materials promptly.

B. Disposal of Demolished Materials:

1. General: Remove demolished materials from Project site.

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

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

2. Burning: Do not burn demolished materials.

3. Disposal: Transport demolished materials off NPS's property and legally dispose of them.

C. Existing Items to Remain: Door frames will not be removed. Protect construction indicated to remain against damage and soiling during selective demolition.

D. Cleaning:

1. 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.

3.5 JOINT SEALANTS

A. Contractor to use a joint sealant with the following properties.

1. Resistant to water and moist conditions (ANSI Type 2 water resistant)

2. Works well with various wood types – does not emit harmful toxic fumes

3. Can be sanded or painted

4. Recommended brands: Gorilla, Evo-Stik, Tite-bond, or other approved equals.

B. Joint Sealant Color:

1. Clear is recommended, but must be able to accept paints, stains, or varnishes.

C. Miscellaneous Materials:

1. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

2. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials.

3. Masking Tape: Non-staining, non-absorbent material compatible with joint sealants and surfaces adjacent to joints.

3.6 Painting or Staining

A. If lead based paint is present lead hazard work will be incidental to demolition (e.g.

component removal with lead paint intact). No stripping, scraping or sanding of lead-based paint shall occur. All existing associated window trims will be removed and replace with new trims as required as part of this window replacement project. No LEAD Paint is expected to be present during this project.

B. Do not paint/stain prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels.

Page | 21

C. All materials, preparation and workmanship shall conform to the manufacturer requirements for paint/stain application and use.

D. Final door finishes must match existing frames and other wood components after installation.

E. Interior Stains:

1. Stained Wood Doors

a. Surface Preparation: Clean and Dry.

b. Stains must be pre-tested for color and finish prior to final installation.

Recommend contacting COR prior to final selection.

c. Stain Finish: Match finish colors to existing doors.

2. MPI Website Link: For Contractor reference http://www.paintinfo.com/index.asp

PART 4 - EXECUTION

4.1 INSTALLATION

A. Hardware: Re-use the hardware that is on all doors. Notify COR if the hardware does not work.

B. Install doors to comply with manufacturer's written instructions and referenced quality standard, and as indicated.

C. Ensure frames level, plumb, true, and straight before final installation. Align doors in frames for uniform clearance at each edge

4.2 FIELD QUALITY CONTROL

A. Inspections:

1. Provide inspection of installed Work through AWI's Quality Certification Program, certifying that wood doors and frames, including installation, comply with requirements of AWI/AWMCA/WI's "Architectural Woodwork Standards" for the specified grade.

2. Egress Door Inspections: Inspect each door equipped with panic hardware, each door equipped with fire exit hardware, each door located in an exit enclosure, each electrically controlled egress door, and each door equipped with special locking arrangements in accordance with NFPA 101, Section 7.2.1.15.

B. Repair or remove and replace installations where inspections indicate that they do not comply with specified requirements.

C. Reinspect repaired or replaced installations to determine if replaced or repaired door assembly installations comply with specified requirements.

4.3 ADJUSTING

A. Operation: Rehang or replace doors that do not swing or operate freely.

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B. Finished Doors: Replace doors that are damaged or that do not comply with requirements. Doors may be repaired or refinished if Work complies with requirements and shows no evidence of repair or refinishing.

END OF SECTION

Attachments

Attachment 1: Photographs

Photograph 1: Abraham Lincoln Hall double entry doors (ALH ME). These are located at the east side of the main plaza.

Photograph 2: Nancy Hanks Lincoln Hall double entry doors (NHL ME). These are located at the west side of the main plaza and also serve as the US Post Office entry doors.

Photograph 3: Abraham Lincoln rear entry door (ALH RE). This door is located in the Abraham Lincoln Hall main stage area at the south end of the hall.

Photograph 4: Nancy Hanks Lincoln Hall side entry door (NHL SE). This door is located on the east side of the Memorial and also serves as the entry door to the accessible bathrooms.

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Note: The contract is to refurbish the doors only. No additional work on the door frames is expected.

1.

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2.

3.

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4.

Attachment 3: Building Plan – Work Site Locations

Google Earth Image – Top view of the Lincoln Boyhood National Memorial (referred to as the VC). Address: 3027 E South St, Lincoln City Indiana.

The four locations of the doors to be refurbished are each highlighted with a red dot. As viewed from left to right (Photograph numbers refer to Attachment 1):

Abraham Lincoln Hall – rear entry door (Photograph # 3) Abraham Lincoln Hall – front entry door set (Photograph # 1) Nancy Hanks Lincoln Hall - front entry door set (Photograph # 2)

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Nancy Hanks Lincoln Hall – accessible bathroom entry door (Photograph # 4)

ATTACHMENT 2: Required Submittal List (next page)

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Product Data - Stains and finishes X

Shop Drawing - Door wood rot repair X

Sample Warranties - material and work X X

Operations and Maintenance Manuals - post installation X

Material - replacement wood (if needed) and fasteners X

Material - hardware (if needed) and fasteners X

Material - weather stripping X

SUBMITTAL LIST

Note: See tab below for Samples and Instructions. Attach to end of Specification Section 07 53 23 when complete.

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

LIBO PMIS: 237548 Refinish VC Wood Doors

SUBMITTAL REQUIREMENTS (indicate with an "X")

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Attachment 2: Product Submittals - DEFINED

Product Submittals will be required for the following. Note: additional product submittals may be required as needed. An RFI or Request for Information will be submitted for additional product submittal requests. IT IS HIGHLY RECOMMENDED THAT PROSPECTIVE BIDDERS

ENGAGE IN A SITE VISIT TO ENSURE QUANTITIES, WORK TYPE, AND LOCATIONS ARE

WELL UNDERSTOOD.

Submittal list

LIBO Memorial Door Refurbishment

Description and Requirement – Product Data

1. ALH and NHL Main Entry Doors – Stain

a. Manufacturer’s Data and SDS

b. Sample required

2. ALH and NHL Main Entry Doors – Protectant (varnish, polyurethane, etc.)

a. Manufacturer’s Data and SDS

b. Sample required – place over…