B08_Solicitation_Attachment_1_Statement_of_Work.pdf

Lincoln Boyhood National Monument Lincoln City, IN

STATEMENT OF WORK / SPECIFICATIONS

Visitor Center Interior and Exterior Masonry Repairs

Date: June 14, 2019

NATIONAL PARK SERVICE

MIDWEST REGION

MISSOURI MAJOR ACQUISITION BUYING OFFICE

ATTACHMENT 1

TABLE OF CONTENTS

Section Description Page Number(s)

Untitled Cover Page TOC-1 Table of Contents ..................................................................... 2 thru 3 011000 Summary of Work / Specifications .......................................... 4 thru 19

I. Project Location II. Background/Objectives III. Scope of Work........................................................................ 4 thru 5 IV. Project Duration V. Tasks ..................................................................................... 5 thru 7 VI. Specifications ......................................................................... 7 thru 9 VII. Warranty Requirements VIII. Quality Assurance ................................................................ 9 thru 10 IX. Job Conditions, Work Coordination, Contractor’s Use ..... 11 thru 19 of Premises, Other Performance Related Requirements 013100 Project Meetings .................................................................. 20 thru 21

I. Preconstruction Conference .............................................. 20 thru 21 II. Progress Meetings

013300 Submittals ........................................................................... 22 thru 25 I. Description II. Submittal and Approval Procedures .................................. 22 thru 25

FORM Daily Log of Construction Form FORM CM-16 Transmittal Form ...................................................... 27 thru 28 013600 Accident Prevention ............................................................. 29 thru 30

I. Description II. Submittals .......................................................................... 29 thru 30 III. Accident Reporting IV. First Aid Facilities V. Personnel Protective Equipment VI. Emergency Instructions VII. Fire and Life Safety VIIII. Protective Equipment IX. Safety Meetings X. Hard Hats and Protective Equipment Areas XI. Training

014300 Contractor Quality Control ................................................... 32 thru 33 I. Description II. Related Requirements III. Submittals IV. Responsibilities V. Off-Site Control VI. On-Site Control .................................................................. 32 thru 33

017700 Project Closeout ................................................................... 34 thru 36 I. Description II. Related Requirements III. Cleaning Materials

Section Description Page Number(s)

IV. Cleaninig and Repair/Replacement ................................... 34 thru 35 V. Close Out Documents VI. Substantial Completion and Final Inspection VII. Final Acceptance of the Work

APPENDIX 1 Photos ................................................................................ 37 thru 41 APPENDIX 2 Proposed Equal Form

NOTE: Acronyms: Throughout this Project Summary document, acronyms may be used for the purpose of brevity. They are as follows:

- Contracting Officer is referred to as “Contracting Officer” or “CO”.

- Contracting Officer’s Representative is referred to as “Contracting Officer’s Representative” or

“COR”.

SECTION 011000

SUMMARY OF WORK / SPECIFICATIONS

I. PROJECT LOCATION. The facility, which is the subject of this project, is located at:

Lincoln Boyhood National Memorial Visitor Center 3027 E. South Street Lincoln City, IN 47552

II. BACKGROUND/OBJECTIVES

A. Background

1. The HS-01 Lincoln Boyhood National Memorial (LIBO) Visitor Center was constructed during the years 1941-43. The original structure was built using limestone for the foundation and exterior. In 1966, offices, restrooms, an auditorium, and a museum addition were added to the west (rear) side of the original structure. The addition was constructed using sandstone for the walls. Much of the stone and mortar masonry in the structure is original and has suffered cracking and spalling from severe weather and over 75 years of continuous use. The primary tuck point repairs will be to the exterior sandstone addition, with about 1/3 of the total repairs to be completed on the interior walls and the limestone finishes.

2. Because the LIBO Visitor Center is a Historic Structure, all original historic fabric not specifically identified for removal/replacement must be protected and not disturbed.

All materials, activities, and techniques performed will be compatible with preserving the historic characteristics of the structure. The grounds including grass, shrubbery, trees, plantings and pathways are part of the LIBO Visitor Center Historic Landscape and will be protected from damage when entering, exiting and working within the designated work site(s). The interior locations of the work are highly visited and the floor and walls are original historic fabric. All walls, floors, furniture and appurtenances will be protected through the use of tarpaulins and other materials designed for wood floor and wood/stone wall panel protection. The contractor shall install dust, vapor and sound barriers as required by the COR.

B. Objectives: Completion of the project will have removed all loose and hairline cracked mortar and masonry joints repointed with historically accurate mortar mixture. Stone block staining will have been removed or subdued to a more visually attractive state.

III. SCOPE OF WORK. Project will consist of the Contractor furnishing all qualified labor, supervision, equipment, tools, supplies, materials, and vehicles, along with other items and services necessary to perform the work as set forth herein, to the Government’s satisfaction.

A. Remove loose and damaged exterior mortar joints and repointing the limestone and sandstone block mortar joints with new mortar on approximately 1,600 square feet of the interior and exterior of the historic building. See Appendix 1 “Photos”, found at the end of this document, for examples of required repairs. Examples of the damaged mortar to be repaired will also be pointed out at the site visit and again to the successful Contractor after award but prior to commencement of work.

B. Low pressure or hand cleaning approximately 100 SF of interior and exterior blocks with stains. Chemicals may be used for the removal of stains, but the product will be non-toxic and pre-approved by the Contracting Officer’s Representative (COR) or Contracting Officer (CO) prior to its use (see Specifications in Paragraph VI. of this Section, subparagraph B. for an example of a product). The stain removal areas will be sections of walls and it is expected the Contractor will blend the cleaned areas into the untouched areas. See Appendix 1 “Photos”, found at the end of this document, for examples of required cleaning. Examples of the stained sections of block to be cleaned will also be pointed out at the site visit and again to the successful Contractor after award but prior to commencement of work.

C. All work will be completed in a professional manner. Unless otherwise specified, all products materials shall be new, unused, not remanufactured, and undamaged, unless otherwise specified by the COR; and equipment and tools used in performance of the work are to be in good working order. Materials and equipment shall be the current and standard designs of manufacturers regularly engaged in their production.

D. All work will follow applicable codes and regulations.

E. The building is an active park visitor center. Furnish, install, and maintain barriers to protect public visitors, park staff, and park volunteers from hazards of overhead work, loud machinery, and dust/liquid vapor. Erect barriers, and warning signs per OSHA regulations.

Completely remove barriers no longer needed when approved by the COR/CO.

F. Contractor will obtain the CO’s approval prior to accomplishing tasks such as closing walls, ceilings, floors, filling in trenches, or performing tests. The request for such approval shall be given with sufficient advance notice to permit an inspection of the area before the work is covered or the test is accomplished.

G. All work, materials, products and services required to successfully and satisfactorily complete the work of this project in its entirety for the Government’s acceptance will be provided and accomplished by the Contractor even though they may not be individually identified or specified in the project documents.

IV. PROJECT DURATION. Project completion date is ninety (90) calendar days after the Notice to Proceed, issued by the Contracting Officer, has been received by the Contractor. Contract award is anticipated to be in the late July / early August 2019 timeframe, with the Notice to Proceed to be issued in the early-to-mid August 2019 timeframe.

V. TASKS. Work of this contract will include:

A. Exterior

1. Lay out proposed test and work plans with COR, Identify exterior mortar joints to be repaired or blocks to be cleaned. Mortar removal tools that may be approved for use, must minimize or mitigate damage to existing stone/block faces. Pneumatic or electric tools that are proposed for use will be approved by the COR prior to use. The test and work plans will include sound barriers, sound dampening techniques, and dust/chipping debris barriers in areas where visitors and staff may be present.

2. Set up perimeter barriers for approved work. Set up scaffolding and/or position an aerial lift.

3. Rake/Remove identified masonry joints back approximately 1 inch, thoroughly cleaning surfaces to include top bottom faces of mortar beds.

4. Low pressure wash walls and mortar beds to remove any dust and loose friable material ensuring entire elevations are cleaned to prevent staining on walls. Ensure all liquids from wash are collected as much as reasonably possible.

5. Allow all impervious masonry to completely dry prior to mortar joint work beginning.

(Original backing mortar should be damp when work is in progress).

6. Repoint historic wall surfaces and masonry joints by applying historically accurate mortar mixtures as approved in the test sections (see Specifications in Paragraph VI. of this Section, subparagraph B). Ensure backing mortar is properly “wetted” during mortar placement and a full set has taken place.

7. Ensure all identified exterior mortar joints have been repointed. Clean work areas removing any excess mortar, stains, or loose material.

8. Take down scaffolding or remove aerial lift.

9. Remove all safety barriers in work area.

10. Clean up grounds area around the building to be free of all mortar or any other debris.

Rake out and repair any ground damage such as divots and grass damage from equipment placement or for any other reason from Contractor’s work performance.

11. Perform final walkthrough to address any items that may need to be resolved before final acceptance.

B. Interior

1. Lay out proposed test and work plans with COR. Identify interior mortar joints to be repaired or blocks to be cleaned. Mortar removal tools that may be approved for use, must minimize or mitigate damage to existing stone/block faces. Pneumatic or electric tools that are proposed for use will be approved by the COR prior to use. The test and work plans will include sound barriers, sound dampening techniques, and dust/chipping debris barriers in areas where visitors and staff may be present.

2. Set up perimeter barriers for approved work. Set up scaffolding and/or position an aerial lift.

3. Rake/Remove identified masonry joints back approximately 1 inch, thoroughly cleaning surfaces to include top bottom faces of mortar beds.

4. Using low impact methods such as hand brushes and/or low pressure cleaning; clean the walls and mortar beds to remove any dust and loose friable material ensuring entire elevations are cleaned to prevent obvious staining on walls. Ensure all liquids from wash are collected as much as reasonably possible.

5. Allow all impervious masonry to completely dry prior to mortar joint work beginning.

(Original backing mortar should be damp when work is in progress).

6. Repoint historic wall surfaces and masonry joints applying historically accurate mortar mixtures as approved in the test sections (listed under Section VII, Specifications).

Ensure backing mortar is properly “wetted” during mortar placement and a full set has taken place.

7. Ensure all identified interior mortar joints have been repointed. Clean work areas removing any excess mortar, stains, or loose material.

8. Take down scaffolding or remove aerial lift.

9. Clean up the interior area of the building, work sites to be free of all mortar or any other debris. Any damage to the interior as a result of repointing and cleaning operations are the responsibility of the contractor.

10. Perform final walkthrough to address any items that may need to be resolved before final acceptance.

VI. SPECIFICATIONS

A. Mortar. The mortar used for re-pointing will be historically accurate to match color and mixture of sand, lime and natural cement. That is, Portland cement, Type S hydrated lime, with river bank style sand (larger or less uniform grain sand that has bits of black and cherty brown aggregate). A softer mortar, such as a modified Type N, may be considered for use by the contractor, but the COR will approve the final mortar type and mix after a test location has been viewed and before proceeding to final work upon the limestone and sandstone walls. The contractor will provide a mortar mix that has a uniform color and texture match to existing mortar (mortar that will not be removed) in both the limestone and sandstone sections of the work site. Mortar pigments will be allowed for color matching the existing mortar to the areas to be tuck pointed. The contractor is allowed to use mortar analysis to aid in matching the mortar color and consistency, however a visual approval from the park will be required for final mortar acceptance in each area (limestone and sandstone sections).

The contractor will use mortar test sections in locations to be designated by the park representative (1 each in the limestone and sandstone locations) before proceeding in either section of work. After approval of the mortar mix in the sandstone and limestone locations, the exact mix will be used for all subsequent tuck point operations. The contractor shall provide the mortar mix recipe for each location to the park representative. The contractor shall use tools and techniques to replicate the 1940’s limestone mortar joint finish and the 1965 sandstone mortar joint finish. It is not possible to exactly quantify what will constitute a mortar joint requiring repair. The COR, Park Technical Specialist, and Contractor Lead (foreman or supervisor) will work very closely to identify tuck pointing requirements and develop repair guidelines if possible. As a simple guideline, the contractor will be expected to repair: noticeable cracked or missing joints of approximately 1/16th inch or larger, loose mortar joints that can be removed by hand or with light tapping of tools, and joint sections to be designated by the COR.

B. Stone or Block Cleaning Products. Stone or Block Cleaning Products are to be approved prior to use; all products will be non-toxic and environmentally friendly. Where applicable, the block or stone faces will be cleaned with Prosoco Sure Klean 766 system or a similar type product, to remove discoloration (approximately 100 SF). The COR will approve any cleaning product(s) and cleaning technique(s) prior to the contractor beginning any cleaning operation. The COR and Park Technical Representative will work very closely with the Contractor Lead (foreman or supervisor) to identify sections or blocks requiring cleaning. The contractor will use block cleaning test sections in locations to be designated by the park representative (1 each in the limestone and sandstone locations) before proceeding in either section of work. The contractor will protect the locations near the areas to be cleaned by the use of tarps or other methods to ensure no damage occurs to these areas. The contractor will make all reasonable efforts to collect the run off from cleaning operations. The contractor shall be responsible for any damage they may create before and after the cleaning stage of the project.

C. Green Considerations. During construction, the recycling or salvaging of the non-hazardous materials from construction activities, where markets or recycling opportunities exist, is highly encouraged. To the greatest extent possible, provide products and materials that have a lesser or reduced effect on the environment considering raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, and/or disposal of the product.

D. Tools and techniques to be used for tuck point repairs and block/stone cleaning operations:

The contractor will use tools and work techniques to replicate the historical finishes (as outlined in Specifications, Mortar, part 1). The contractor is expected to use tools and work techniques that present the lowest possible impact to: stone or block faces and mortar finishes, noise levels, dust and debris accumulation, and park staff and visitor safety. The tools should primarily be non-electric or non-mechanical (hand) tools, such as hammers, chisels and trowels. The park may permit contractor use of pneumatic, electric or mechanical tools during the tuck point, stone/block cleaning, and debris removal and work site cleanup processes. The contractor will list the equipment to be used when working at heights above 6 feet or ground level. The contractor may be permitted to use mechanical equipment such as:

man lifts or aerial lifts, scaffolding, ladders, or other equipment to work at heights above 6 foot. The CO and COR will approve all equipment used for working at heights above 6 foot or ground level before use. The contractor will provide a safety plan for the use of equipment used for working at heights. The safety shall include: safety measures for protecting contractor staff, park staff/visitors, and park structures and locations. The safety plan shall also list qualified equipment operators, equipment operating plans (locations, ground protection requirements, ingress and egress points, etc.). The safety plan will also include barrier protection plans and emergency action plans for equipment failure or accidents. The contractor will also develop and present a work plan detailing tool use, techniques and tools that will be used during the repair, cleaning and cleanup processes. The work plan will also detail equipment used for working at heights above 6’ or ground level. The work plan should include tools and equipment that supply energy or power to the tools being requested for use, such as: air compressors, generators, vacuums, extension cords, water and air hoses, etc. The contractor will also specify in the work plan the utilities (water, electric, etc.) that the park will be requested to supply. The COR will approve the work plan and all tools and techniques to be used prior to the beginning of any work.

E. The contractor will clean the work sites of debris on a daily and as needed basis. The contractor shall ensure that all work sites will be cleaned to a pre-contract condition (a condition as noted during the site visit and at the pre-contract meeting) at the end of the contract. The COR shall conduct visits as necessary to ensure work site cleaning and debris removal is being completed in a timely and acceptable manner. The COR will meet with the Contract Lead (foreman or supervisor) during or after each inspection to ensure the cleaning and debris removal instructions or findings are clearly understood. The contractor shall be responsible for any damage to the historical structure and historical landscape in the locations they are or have performed work on or in.

VII. WARRANTY REQUIREMENTS

A. In addition to any other warranties in the contract, the Contractor warrants, that the work performed under this contract conforms to the contract requirements and is free of any defects in equipment, materials, or design furnished, or workmanship performed by the Contractor on any subcontractor or supplier at any tier.

B. This warranty shall continue for a period of 1 year from the date of final acceptance of the work.

C. The contractor shall remedy at the Contractor’s expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor shall remedy at the Contractor’s expense any damage to Government-owned or controlled real or personal property, when the damage is the result of:

1. The Contractor’s failure to conform to contract requirement; or

2. Any defect of equipment, material, workmanship, or design furnished.

D. The contractor shall restore any work damaged to fulfill the terms and conditions of this contract. The Contractor’s warranty with respect to work repaired or replaced will run for 1 year from the date of repair or replacement.

VIII. QUALITY ASSURANCE

A. The removal and replacement of mortar or tuck pointing of the structure must be accomplished by a firm who has been in the profession at least 10 years. Proof of establishment, licensing and certification must be provided.

B. The work shall be performed by competent craftsmen skilled in the trade involved and shall be done in a manner consistent with normal industry standards. All work shall conform to the applicable state and local codes or standards.

C. All work will be completed in a professional manner. Unless otherwise specified, all materials and equipment shall be new, unused and undamaged. Materials and equipment shall be the current and standard designs of manufacturers regularly engaged in their production.

D. All material will need to fit into existing locations.

E. Contractor is responsible for all work including any disruptions to any electrical, gas, and plumbing and other utilities and operational functions as originally designed.

F. Comply with the manufacturer’s instructions for rigging and handling equipment.

G. Install all parts plumb and level, firmly anchored in locations of previous footprint, and maintain manufacturer’s recommended clearances.

H. Comply with all applicable OSHA and National Park Service DO-50 regulations and directives (https://www.nps.gov/policy/DOrders/50B.htm) pertaining to security, safety, occupational health, fire, traffic, and personnel clearances while at Lincoln Boyhood National Memorial.

Primary contractors will brief subcontractors on safety, occupational health, and fire prevention regulations at all times. Maintain documentation that all subcontractors have been briefed.

I. Contractor to adhere to all Park policies and procedures regarding Force Protection/Anti- Terrorism Standards. This includes, but not limited to securing vehicles, tools and materials as well as access to facilities with keys, door codes, etc. Under no circumstances will contractors be allowed to escort unauthorized personnel without written notification from park COR. Contracting Officer (CO) to provide list of names of all contractors/sub-contractors to COR who will be on the job site.

J. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

K. Contractor shall provide “before”, “during”, and “after” photographs of all work. The number of pictures will be determined by the area that must be reported. Photos will be submitted via USB storage devices; one to be provided to the COR, and one to be provided to the CO.

L. Contractor will follow NPS Policies and Directives, including the Secretary of the Interiors Standards for Historic Preservation (preservation, restoration, and rehabilitation) will guide all work. Refer to website:

https://www.nps.gov/tps/how-to-preserve/briefs/2-repoint-mortar-joints.htm

ATTACHMENT 1

https://www.nps.gov/policy/DOrders/50B.htm https://www.nps.gov/tps/how-to-preserve/briefs/2-repoint-mortar-joints.htm

IX. JOB CONDITIONS, WORK COORDINATION, CONTRACTOR’S USE OF PREMISES, AND OTHER

PERFORMANCE RELATED REQUIREMENTS

A. Construction Camp. Establishment of a camp within the Park will not be permitted.

B. Contractor Conduct. At all times while on the contract site, Contractor and Contractor’s subcontractors and suppliers shall conduct their operations in a professional and courteous manner and abide by National Park Services rules and regulations and the regulations prescribed by the Park Superintendent.

C. Work Restrictions

1. Weekdays. Contractor’s work hours at the contract site are limited to 6:30 a.m. to 5:00 p.m. central time, Monday through Friday, unless otherwise agreed to in advance by the Contracting Officer. Federal holidays are excluded.

2. Weekends. No weekend work will be allowed without prior approval from the Contracting Officer. A written request by the Contractor stating the reason(s) why weekend work is being requested is to be submitted to the Contracting Officer at least two (2) work days prior to the respective weekend. There is no guarantee such request will be approved. Weekend work that may be approved by the Contracting Officer and performed by Contractor, will be at no additional cost to the Government.

3. Federal Holidays. Work on observed federal holidays will not be allowed without prior approval from the Contracting Officer. A written request by the Contractor stating the reason(s) why work on the federal holiday is being requested is to be submitted to the Contracting Officer at least two (2) work days prior to the respective holiday. There is no guarantee such request will be approved. Work on an observed federal holiday that may be approved by the Contracting Officer and performed by Contractor, will be at no additional cost to the Government. Observed federal holidays are as follows:

Federal Holidays Observed

Labor Day Monday, September 2, 2019 Columbus Day Monday, October 14, 2019 Veterans’ Day Monday, November 11, 2019 Thanksgiving Day Thursday, November 28, 2019 Christmas Day Wednesday, December 25, 2019 New Year’s Day Wednesday, January 1, 2020 Martin Luther King’s Day Monday, January 20, 2020 Presidents’ Day Monday, February 17, 2020 Memorial Day Monday, May 25, 2020 Indpendence Day (July 4th) Friday, July 3, 2020

D. Use of Premises

1. During construction, the Contractor will have limited use of the Visitor Center, parking area and adjacent grounds.

2. A staging area for the Contractor will be determined by the COR and identified to the Contractor at the post-award Preconstruction Conference. Contractor’s use of premises is limited by the Government’s right to perform other work within the area or have other contractors perform work within the area. Limited room is available for vehicles and equipment within the Visitor Center parking area and as such, the Contractor will need to work with the COR to determine where Contractor’s vehicles and equipment can be staged or parked. The Government reserves the right to adjust Contractor’s staging area as Contractor’s work progresses, and to accommodate other projects or Park events being conducted on or near the contract site.

3. A limited size, fenced-in lot, on park property is available for use by the Contractor to store supplies and/or tool trailers if Contractor so desires; however, the exact layout is to be discussed and agreed to by the COR prior to its use. The location should not be considered to be fully secure.

E. Non-Smoking Building. Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.

F. Work Coordination. The period of performance for this project is ninety (90) calendar days after the Notice to Proceed, issued by the Contracting Officer, has been received by the Contractor. This includes the final government inspection, completion of punch list items, and final cleanup by Contractor of the contract site.

1. The contractor shall coordinate all work schedules with the CO prior to the start of the work. Notify the CO five days prior to moving onto the work-site to commence work.

After an interruption of work of two or more work days, Contractor must provide notification to the CO the day Contractor moves back on the work-site.

2. Before initiating any work, the Contractor shall meet with the CO and agree on a sequence of procedures; a means of access to premises and buildings, placement of dumpsters and haul routes, delivery of materials and use of approaches, use of corridors, stairways, elevators, and similar means of egress, communications, the location of partitions and barriers, eating spaces, restroom for contractor’s employees;

any other incidentals to the project.

3. Collaborate with CO with regard to sources of available research information, maintenance and repair history, known location of utility systems, panel boxes, and construction sequencing (allowable impacts to staff and visitor activities).

4. Interruption of Work. When work begins, and with the exception of inclement weather, Acts of God, and conditions experienced or events planned by the Park which would prevent the Contractor from performing, this project will be the priority of the Contractor, and it is expected the Contractor shall be on the site performing each work day. Delays due to other project schedules will not be acceptable. If it becomes necessary for the Contractor to interrupt work activities in buildings and/or areas for construction purposes (excluding those otherwise described/agreed), the Contractor shall submit a written request to the Contracting Officer for approval, at least five (5) working days in advance. Contractor must provide notification the day Contractor moves back to the work site after an interruption of work of two or more work days.

The Contractor shall submit written requests for any approved street closings ten (10) working days prior to closing of the street.

5. Utility Work. Contractor shall coordinate with park when conducting any work on or near any utility lines, above or below ground. Contractor is responsible for preventing damage to known utilities. If damage occurs, Contractor will repair utility at no cost to Government. Notify CO not less than two work days in advance of proposed utility interruptions. Do not proceed with utility interruptions without the Contracting Officer’s written approval.

G. Project Site Superintendent. For this project, the Contractor is to have a full-time Site Superintendent who has been in the masonry trade for at least (eight) 8 years.

1. The designated Site Superintendent is to be present at all times during work performance, to include work that is being performed by the Contractor’s subcontractors at any tier. The superintendent’s duties shall include, at a minimum, the overall management of the project, coordination of the subcontractor’s work, and liaison with the CO and COR. The designated Project Superintendent, or a competent representative, shall be thoroughly familiar with the scope of work, specifications, drawings, and terms and conditions of the contract. No work shall be performed without the presence of the Site Superintendent or competent representative on the job site. A competent representative is as defined by the Occupational Safety and Health Administration (OSHA) Standards.

2. 24-Hour Point of Contact: Provide the CO and COR with a 24-hour number or numbers where the designated superintendent and an alternate can be contacted at any time, day or night, to include weekends and federal holidays, in the event of an emergency or urgent matter.

H. Public Access and Access to Site: The Contractor shall at all times conduct his operations to ensure the least inconvenience to, and heightened safety awareness for, Park employees and the public. The contract does have special access requirements and require coordination with the COR.

1. The building will be occupied by Park employees and open to the public during construction. Contractor is to provide adequate barriers in work areas to protect persons from injury from construction operations. Contractor is to cooperate with the Government during construction operations to minimize conflicts and facilitate Government usage so as not to interfere with Government operations. Contractor shall protect the occupied areas from dust, smoke, etc., by a method reviewed and authorized by the Contracting Officer. Maintain existing exits, unless otherwise indicated.

2. Keep driveways and entrances serving the premises clear and available to Government, Park visitors, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

3. Do not close or obstruct walkways, corridors, sidewalks, streets, roads and other adjacent occupied or used facilities. Closures to sidewalks, streets, roads, or other access means will only be permitted when required and only upon written approval by the CO, and when proper directional signage and barriers are provided by the Contractor.

4. Do not disturb portions of project site beyond area in which the work is indicated.

5. Maintain existing building in a weather tight condition throughout the construction contract period. Contractor is responsible for repairing damages caused by its construction operations. Protect building and its occupants during the construction period.

I. Equipment Restrictions. Use only equipment that can safely negotiate work area.

J. Dust Control / Noisy Operations. Contractor shall be responsible to pick up, clear and/or sweep away any mud or debris from roadways left by heavy equipment or trucks.

Contractors shall use whatever means necessary to ensure equipment and trucks do not leave mud and debris on the roadways, to the satisfaction of the CO. Noisy operations such as those involving use of air hammers, etc., in demolition, or cutting of openings shall be scheduled with the CO.

K. Contractor’s Office Space. Office space required for the Contractor’s operation will be the esponsibility of the Contractor. Any office space to be located at the Lincoln Boyhood National Memorial must be approved by the Contracting Officer and be placed within the identified and agreed on material staging area. The Government is not responsible for damages or losses.

L. Contractor’s Storage Area. Contractor will be allowed to have one storage trailer at the construction site. The location must be approved by the COR. All other trailers, storage, and equipment will be stored at a site designated by the COR. The Government is not responsible for damages or losses.

M. Site and Storage Area Maintenance. The construction site is located at the park Visitor Center and shared parking areas.

1. Contractor must provide suitable storage for all combustible and flammable materials.

Type and location of storage to be approved, in advance, by the COR.

2. Contractor is responsible for general maintenance of construction site and storage area(s) on a daily basis. This includes, but is not limited to, cleaning, safety and security checks, and disposal of trash and debris.

3. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

N. Preservation of Structures: Every precaution shall be taken to prevent damage to the historic Visitor Center, and the surrounding structures and areas. Should any damage be incurred as a result of the Contractor’s operations, it will be repaired and/or the damaged materials replaced, in kind, by the Contractor, to the satisfaction of the Contracting Officer at no additional expense to the Government. Any materials used to repair or replace damaged areas are to be approved by the CO prior to performing the repair or replacement.

O. Preservation of Natural Features: Confine all operations within the work limits of the project. Exercise special care to leave the natural surroundings undisturbed and undamaged.

Restore disturbed and damaged areas within one week of the disturbance/damage, repairing or replacing damaged lawns, trees, plants, and other vegetation and natural features at no additional expense to the Government. If vehicle or equipment use on lawn is allowed, it is advised to protect lawn with plywood or matting to prevent or reduce rutting. For all disturbances to grounds, the Contractor shall complete final repairs within one week of the disturbance. COR will provide product specifications for topsoil, seeding, mulching, vegetation, trees, etc… should any natural features restoration be necessary. Contractor will be responsible for all costs associated with restoration of the project area.

P. Patching and Repairing. After the work has been completed, any Contractor-caused damages to Government-owned structures, facilities, streets, curbs, walks, etc., shall be properly patched, repaired, or replaced to the complete satisfaction of the Contracting Officer. Any holes, cuts, breakages, and damages made in finished surfaces of the area in which work has been accomplished, shall be properly repaired and the disfigured areas then painted over or otherwise repaired and resurfaced to match the existing finishes to the complete satisfaction of the CO.

Q. Hauling Restrictions. Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

R. Disposal and Recycle. Equipment and materials that are not reinstalled under the contract, including debris generated by this project, will, at the Contractor’s expense, be removed by the Contractor at regular intervals from the site and disposed of off-site by the Contractor at an approved landfill and/or recycling center.

1. Recycling of waste is encouraged.

2. Disposal and recycling of materials shall be in conformance with applicable Federal, state, and local pollution and environmental regulations.

3. Contractor is to provide the Government with documentation from the disposal site and/or recycling center identifying the type and weight/volume of the materials accepted from the Contractor.

S. Safety Briefing. The Contractor, in addition to its crew, will brief subcontractors, at a minimum, on safety, occupational health, fire prevention regulations, and the requirement to obtain a welding permit, when welding, cutting and brazing operations are required.

Maintain documentation that all subcontractors have been briefed.

T. Force Protection/Anti-Terrorism Standards. Contractor to adhere to all park policies and procedures regarding Force Protection/Anti-Terrorism Standards. This includes, but not limited to securing vehicles, tools and materials as well as access to facilities with keys, door codes, etc. Under no circumstances will contractors be allowed to escort unauthorized personnel without written notification from the COR. Contractor is to provide a list of names of all contractor’s employees and sub-contractors to COR who will be on the job site.

U. Fire Prevention and Protection

1. A capable and qualified person shall be placed in charge of fire protection. The responsibilities shall, at a minimum, include locating and maintaining fire protective equipment provided by Contractor.

2. Hazard Control: Take all necessary precautions to prevent fire during construction. Do not store flammable or combustible liquids in historic structures or existing buildings.

Provide adequate ventilation during use of volatile or noxious substance.

3. Locate internal combustion equipment so that exhausts discharge well away from combustible materials.

4. Welding: Welding or cutting by torch will not be permitted in or on the structure unless approved in advance by the COR. Obtain permit prior to conducting any operation that will create a spark or flame. If an open burn permit is required, the permit request shall be routed PRIOR to actual open burn efforts. The Government shall be notified before starting welding or cutting. Fire extinguishers shall be immediately accessible when welding or cutting with an open flame or arc. Welding or cutting with an open flame or arc shall be stopped not less than one hour before leaving the premises.

V. Utilities and Services.

1. The Contractor is permitted the use of the utility services such as electric, gas, sewer, and water in the performance of this contract at no charge to the Contractor. Should Contractor require utilities for operation of storage or office trailer, Contractor must first receive written approval by the CO. Such temporary connections must be separately metered, are the responsibility of the Contractor, and at the Contractor’s expense.

2. Contractor is also responsible for the disconnection and removal of temporary service lines. When making a temporary connection for water, backflow devices will be used.

Temporary services such as portable sanitary facilities are at the contractor’s expense and are subject to approval by the CO. Contractor will be responsible for any relocation of existing and/or new construction of commercial utilities to include but not limited to cable, gas, telephone, electrical, etc.

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

4. If the relocation of existing and/or new construction of commercial utilities is required by the contract, to include but not limited to cable, gas, telephone, electrical, etc., Contractor will be responsible for the coordination with the appropriate utility companies, acquiring the required permits, and completion of their relocation and/or installation.

5. Contractor shall coordinate with COR prior to conducting any work on or near any utility lines, above or below ground. Notify COR not less than two (2) working days in advance of proposed utility interruptions. Do not proceed with utility interruptions without COR’s written approval. If damage occurs, repair utility at no additional cost to Government.

6. If refuse will be generated by Contractor in the performance of this contract; the Contractor will be responsible for providing its own dumpster. The dumpster size and staging location shall be approved and coordinated with the (COR). Contractor must not leave refuse on the ground or around the dumpster should it reach or be at full capacity.

7. Contractor will comply with applicable Federal, state and local regulations and codes regarding utilities operations and services in the performance of this contract.

W. Barriers and Resource Protection Measures

1. Exterior work site protection: Confine all operations within the established work limits of the project. Tarpaulins shall be placed around and adjacent to the building to protect the surrounding area to contain materials removed from it. All cleaning area run-offs will be captured and collected to the maximum extent possible. Mechanized equipment such as aerial lifts may be used, the contractor will ensure ground protection barriers such as plywood or similar type planking will be used to protect the historical landscape from ruts and holes. A dumpster may be placed at the east end of the Visitor Center parking lot, near the black iron gates; or at another mutually agreed upon location near the Visitor Center. Barriers and work area signage will be installed by the contractor to prevent unauthorized personnel and visitors from entering the work site locations.

2. Interior work site protection: Confine all operations within the established work limits of the project. The contractor will tarpaulins or other methods of floor/wall protection materials. All cleaning area run-offs will be captured and collected to the maximum extent possible. Barriers and work area signage will be installed by the contractor to prevent unauthorized personnel and visitors from entering the work site locations.

Sound muffling barriers will be installed by the contractor when pneumatic or electrical machinery is used.

3. Exercise special care to not damage original HISTORIC building fabric or landscape during work. Report any deteriorated or defective conditions of building components or materials encountered during work activities so that the government may document the condition and/or take appropriate corrective action. Any damage caused by the Contractor will be the Contractor's responsibility to correct at no additional expense to the government.

X. Permits. Contractor is required to investigate, submit for any permits and the marking of utilities which may be required in the performance of the work. All permit applications shall be submitted to the COR.

Y. Security

1. The security of Contractor’s materials, tools, equipment and other properties remain the responsibility of the Contractor at all times. The Park will accept no responsibility and shall not be liable for Contractor’s properties left on site should they become lost, damaged or stolen at any time during the contract period.

2. The security of Contractor’s materials, tools, equipment and other properties remain the responsibility of the Contractor at all times. The Park will accept no responsibility and shall not be liable for Contractor’s properties left on site should they become lost, damaged or stolen at any time during the contract period.

Z. Final Cleanup. Upon completion of the project, all Contractor’s equipment and construction debris will be promptly removed from the site and the site left in an acceptable condition to the satisfaction of the COR.

AA. Products

1. Products Not Allowed. Materials containing asbestos, transformers containing PCB fluid, and the use of lead based paints or paints containing chromates, as well as other known hazards, unless otherwise approved by the COR, are prohibited.

2. Substitution of Materials and Equipment. The Contracting Officer reserves the right to reject or accept any or all substitutions proposed by Contractor, based on completeness, clarity, and other requirements of the plans and specifications. After contract award, should the Contractor request approval of substitute materials and/or equipment, it shall be understood and agreed by the Contractor that such substitution, if approved, will be made without cost to the Government, regardless of the reason, rationale, or cause for the substitution. When a substitution is requested by Contractor, the Contractor is to complete and submit the BRAND NAME OR EQUAL FORM, and submit with a completed CM-16 Transmittal document. The documents are included at the end of this document as Appendices 2 and 3.

BB. Brand Names: References in specifications to any brand name materials or equipment shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may submit proposed equal material and/or equipment for the Government’s consideration during the post award materials submittal process.

END OF SECTION 011000

SECTION 013100

PROJECT MEETINGS

I. PRECONSTRUCTION CONFERENCE

A. Before start of construction, the Contracting Officer will arrange an on-site meeting with the Park and Contractor which is referred to as the Preconstruction Conference. After award of contract, the Contracting Officer will notify Contractor of the tentative date for the meeting.

Attendance by the Contractor is mandatory. At the discretion of the Contracting Officer, the meeting may also include the Contractor’s subcontractors, and other Park personnel who have an interest or are impacted by the project. The meeting agenda will be prepared by the Contracting Officer and distributed at the Preconstruction Conference.

B. Within ten (10) calendar days after award of the contract, and prior to the Preconstruction Conference, the Contractor must provide and submit to the Contracting Officer for the Government’s review, the documents and items listed below:

1. Certificates of Insurance in the limits and as required by the terms of the contract.

2. Alternative Payment Protection

3. Comprehensive list of submittals that will require the Government’s approval prior to and throughout contract performance.

4. Proposed Construction Progress Schedule. Contractor is to commence work within ten

(10) calendar days from the receipt date of the Notice to Proceed.

5. Contractor to submit a Schedule of Values.

6. Letter designating the Key Personnel (i.e., Site Superintendent and, if applicable, Alternate Site Superintendent; Project Manager, Safety Officer, Quality Control Supervisor, etc.). As determined appropriate by the Contractor, responsibilities may be combined and performed by one or more qualified individuals. At a minimum, provide a 24-hour number or numbers where the designated Contractor and Site Superintendent can be contacted at any time should an emergency or urgent matter arise.

7. Referencing the contract’s DBA Wage Determination, Attachment 2, provide a list of the position classifications to be used in the performance of this contract, to include those positions utilized by subcontractors.

8. List of subcontractors, if any, being used for this project.

9. Written statements from subcontractors and tiered subcontractors certifying compliance with applicable labor standard clauses. (SF Form 1413 – Statement and Acknowledgment)

10. Accident Prevention Program / Safety Plan.

11. Waste/Recycling Plan.

C. Should the above documents not be received by the Contracting Officer within ten (10) calendar days after contract award, the Pre-Construction Conference will not be scheduled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. No work shall commence under this contract until the Contractor has been issued the written Notice to Proceed by the Contracting Officer.

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