Attachment_1_-_Project_Manual_for_Repointing_Historic_Courthouse.pdf

ATTACHMENT 1

Fort Smith National Historic Site

Fort Smith, Arkansas

PROJECT MANUAL

FOR

Repoint Historic Courthouse Exterior and Interior Walls and

Waterproof Interior Wall Surfaces

NATIONAL PARK SERVICE

MIDWEST REGION

MAJOR ACQUISITION BUYING OFFICE

July 2016

TOC - 1

TABLE OF CONTENTS

Section Description No. of Pages

Untitled Cover Page TOC-1 Table of Contents 01110 Summary of Work 01310 Project Meetings 01330 Submittals FORM Daily Log of Construction Form FORM CM-16 dated R03/10 01360 Accident Prevention 01430 Contractor Quality Control 01770 Project Closeout

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”.

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SECTION 01110

SUMMARY OF WORK

1.1 DESCRIPTION

A. This project is located at the Fort Smith National Historic Site, Historic Courthouse /

Visitor Center, 301 Parker Avenue, Fort Smith, Arkansas.

B. The work of the contract consists of the Contractor providing all labor, supervision, materials, tools, equipment, supplies, and other items, services and incidentals necessary to Repoint/Tuckpoint the exterior and interior brick wall surfaces of the Historic Courthouse, and apply waterproofing/sealer material(s) to interior Courthouse wall surfaces. This document provides specifications and work requirements to repoint/tuckpoint historic masonry joints which provides for the ability for moisture transfer throughout historic masonry wall surfaces. The project shall be performed to prevent further deterioration of the brick facing, irrevocable decay, and to preserve the mortar integrity. The Historic Courthouse was constructed during two distinctly different time periods; a mortar analysis will be required to ensure historically accurate mortar, profile, and color are matched.

C. The project is to repoint/tuckpoint 2,000 +/- square feet of interior and exterior brick mortar joints and, apply a waterproofing/sealer product to 1,000 +/- square feet of interior wall surfaces. The area(s) to be repointed/tuckpointed are located at the Visitor Center exterior walls, parapet walls, chimneys, stone caps, and Visitor Center interior attic area. The attic area has limited access and will require extra precaution and effort to complete the repoint/tuckpoint work. The waterproofing/sealer product will be applied in the Theater Room, Mechanical Room, and Welcome Area. The exterior historic mortar joints were last repointed in 1988. Extreme hot and cold temperatures, moisture, and freeze and thaw effects have caused mortar damage across the surfaces.

Repointing/Tuckpointing will extend the expected mortar joints’ life, reducing moisture damage and repair costs. As this project takes place on a historic structure located on historic properties, the Contractor must adhere to and observe historic preservation guidelines. This project will be performed during the Park’s normal business days/hours of operation; which are Monday through Friday, 7:00 a.m. to 3:30 p.m. central time. All federally-recognized holidays will be observed during the course of the contract. The building will be occupied and inhabited by Park staff, visitors, and guests throughout contract performance; therefore, Contractor is expected to coordinate with the Park’s Representative and conduct the work so as to minimize disruption to Park operations to the extent practical.

D. All work required by the project documents will be accomplished by the Contractor even though minor items/services required may not be specifically mentioned.

1.2 CONTRACTOR TASKS. Tasks to be performed by Contractor include, but are not limited to the following:

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A. Lay out proposed work plan with COR and identify deteriorated interior and exterior masonry joints.

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

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

D. High pressure wash walls and mortar beds to remove any dust and loose friable material ensuring entire elevations are cleaned to prevent staining on walls. Allow all impervious masonry to completely dry prior to mortar joint work beginning. (Original backing mortar should be damp when work is in progress.)

E. Repoint historic wall surfaces and masonry joints applying historically accurate mortar mixtures. Ensure backing mortar is properly “wetted” during mortar placement and a full set has taken place.

F. Ensure all identified interior and exterior deteriorated joints have been repointed.

Clean work areas removing any excess mortar, stains, or loose material.

G. Take down scaffolding and/or remove aerial lift.

H. Remove all safety barriers in work area.

I. Identify interior wall surfaces to be treated with waterproofing/sealer product. Set up safety barriers in work area.

J. Rake/Remove all loose friable material ensuring elevations are cleaned and prepared for product treatment.

K. Apply sealer product to clean dried surfaces in accordance with product manufacturer’s recommendations.

L. Repair/Patch all plaster work surface/areas to match existing wall finish.

M. Repaint wall surfaces to match existing color and finish.

N. Clean work area for final inspection.

1.3 PRODUCTS / MATERIALS / TOOLS / EQUIPMENT. All deteriorated existing mortar joints and scaling interior plaster walls at the Visitors Center will be replaced, and work performed, at a minimum, with the following. NOTE: All new mortar joints and interior wall surfaces to match existing mortar color, profile, and existing wall finishes.

A. Masonry Sand B. Mortar Coloring (if required by mortar analysis) C. Cementitious Mortar/Portland Cement (if required by mortar analysis)

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D. Natural Hydraulic Lime (if required by mortar analysis) E. Appropriate machinery/tools to mix mortar F. Sealing Compound (if required) G. Personal Protective Equipment H. Safety Barricades I. Paint (to match existing) J. Plaster (to match existing) K. Scaffold (if determined to be used) L. Competent person to set up scaffolding according to OSHA regulations (if determined to be used) M. Aerial Lift (if determined to be used) N. Appropriate tools of the trade for project performance and completion O. Waterproofing/Sealer Product (as recommended by the Contractor and approved by the

COR).

1.4 EXECUTION

A. The removal and repointing of masonry joints must be accomplished by a person/s with a thorough knowledge of methods, practices, and equipment used in historic masonry practices and preservation.

B. A person/s with the sound knowledge of mortar analysis and mixing practices.

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 work will follow applicable codes and regulations.

E. Follow the guidance provided in the National Park Service (NPS) Technical Preservation

Briefs for Historic Masonry Buildings applicable to the work to be performed. The Preservation Briefs can be accessed at: https://www.nps.gov/tps/how-to-preserve/briefs.htm

F. Scaffolding (if used) will need to be stored at a location determined by the Project/Park

COR.

G. Aerial Lift Platforms (if used) will be required to be secured each evening after normal work hours.

H. Contractor is responsible for all work including masonry, plaster, and painting to assure that each new mortar and/or wall surface match existing.

I. Coordinate all waterproofing/sealer product application in accordance with manufacturer’s installation instructions.

J. Comply with OSHA regulations for erection, tear down, and handling of scaffold.

https://www.nps.gov/tps/how-to-preserve/briefs.htm https://www.nps.gov/tps/how-to-preserve/briefs.htm

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K. Install all scaffold units (if used), plumb and level, firmly anchored in work area locations, maintaining manufacturer’s recommended clearances.

L. Each new mortar joint shall match consistency, color, and profile of existing mortar joints.

M. Each wall surface area where waterproofing/sealer are applied shall match existing wall surfaces and color to include complete room painting if required.

N. The contractor will remove and dispose all trash, excess mortar, loose materials, paint, plaster, and excess mortar mix components.

O. The contractor to ensure all mortar repointing is performed at temperatures above 45 degrees.

P. Contractor to ensure all work is conducted in an environment conducive to repointing work. Mindful of extreme humidity conditions that may affect the integrity of mortar joints.

Q. Contractor to work with COR for inspection of new mortar joints for consistency and integrity throughout project progress.

1.5 PERIOD OF PERFORMANCE. It is estimated that a contract for this project shall be awarded in the mid September 2016 time frame. All work is to be completed no later than sixty (60) calendar days from the CO’s issuance of the “Notice to Proceed” to the Contractor.

1.6 ADDITIONAL INFORMATION.

A. All work, including disposal of construction debris, will comply with the local, federal, and state codes and regulations applicable to the task being performed.

B. Care must be taken to protect interior floor coverings and furnishing from any materials, equipment, and work performance, such as paint, stains, dust, lubricants, scratches, markings, etc…

C. The building will be occupied for the duration of the project.

D. Any damages caused by Contractor in the performance of the contract, shall be replaced or repaired to the Government’s satisfaction at the Contractor’s expense, without cost to the Government. Any materials used to repair or replace damaged areas are to be approved by the COR prior to performing the repair or replacement.

E. All work will be performed under one single firm fixed price contract.

F. It is estimated that a contract for this project shall be awarded in the mid-August 2015 time frame. All work is to be completed no later than sixty (60) calendar days from the CO’s issuance of the “Notice to Proceed” to the Contractor.

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G. The Contractor will be responsible for the entire scope of this project; all work required by the project documents shall be accomplished by the Contractor even though minor items required may not be specifically mentioned.

1.7 JOB CONDITIONS, CONTRACTOR’S USE OF PREMISES, AND OTHER PERFORMANCE RELATED

REQUIREMENTS

A. Work Restrictions: Work shall be performed between the standard hours of 7:00 a.m.

and 3:30 p.m. local time, Monday through Friday, excluding federal holidays, and except when otherwise indicated by the Contracting Officer. If desiring to work outside the standard hours, Contractor must submit a written request to the CO at least three (3) work days prior to the proposed performance of work. The written request should state the proposed performance of work, day/days, time/amount of work, and reason why authorization should be granted to perform work during non-standard hours. Work outside the standard hours is prohibited unless approved by the CO. Work during non-standard work hours shall be at no additional cost to the Government.

Federal Holidays

New Year’s Day January 1 New Year’s Day (Observed) January 2 Martin Luther King Day 3rd Monday in January Presidents’ Day 3rd Monday in February Memorial Day Last Monday in May Independence Day July 4 Labor Day 1st Monday in September Columbus Day 2nd Monday in October Veterans’ Day (Observed) November 10 Veteran’s Day November 11 Thanksgiving Day 4th Thursday in November Christmas Day December 25

B. Work Coordination

1. The Contractor shall coordinate all work schedules with the CO or COR prior to the start of work. Notify the COR at least three (3) working days prior to moving onto the work site to commence work. Before initiating any work, the Contractor shall meet with the COR to discuss, at a minimum: a sequence of procedures; parking; a means of access to premises and buildings; placement of dumpsters if authorized by the CO; 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; availability or non-availability of restroom facilities for contractor’s employees, and any other incidentals to the project.

2. 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, 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

Section 01110-6 it becomes necessary for the Contractor to interrupt work activities, the Contractor shall submit a written request to the Contracting Officer at least three (3) 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.

C. Public Access: 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 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. The Contractor shall submit written requests for street closings to the COR for approval at least ten (10) work days prior to the requested street closing date.

D. Access to Sites: The sites for contract performance do have special access requirements and require coordination with the COR. Contractor shall have limited use of the site for construction operations. Limit use of the premises to the area(s) where work is to be performed. Do not disturb portions of project site beyond area in which the work is indicated.

E. Full Government Occupancy Requirement for Building: Government will occupy building during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government’s normal usage and activity. Perform the work so as not to interfere with the Government’s day-to-day operations. Noisy operations such as those involving the use of air hammers, etc., demolition, or cutting of openings shall be scheduled with the COR. Protect the occupied areas from dust, smoke, etc., by a method reviewed and accepted by the COR.

Maintain existing exits, unless otherwise indicated.

1. 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.

2. Keep driveways and entrances serving premises clear and available to

Government, Government’s employees, and emergency vehicles at all time. Do not use these areas for storage of materials.

3. 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.

F. Preservation of Structures: Every precaution shall be taken to prevent damage to the structures and the surrounding areas. The building where work will be performed is a historic structure. 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.

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G. Project Superintendent: Contractor must have a designated superintendent at the contract site at all times during work performance, to include work which may be performed by a subcontractor. The superintendent’s duties shall include 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 superintendent or competent representative on the job site. A competent representative is as defined by the Occupational Safety and Health Administration (OSHA) Standards.

H. 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.

I. Storage Restrictions: Any storage required for the Contractor’s operation shall be the responsibility of the Contractor. Contractor is to confine storage of materials to Contractor’s work vehicles, or at the contract site if approved by the COR. The Government is not responsible for damages or losses.

1. Any type of storage trailer must be portable and removed from the site immediately upon completion of the project.

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. Remove Contractor’s work vehicles at completion of each work day.

4. Contractor must provide suitable storage for all combustible and flammable materials. Type and location of storage to be approved, in advance, by the CO.

5. Schedule deliveries to minimize use of driveways and entrances, and to minimize space and time requirements for storage of materials and equipment on-site.

J. Office Space: Office space which may be required for Contractor’s operation shall be the responsibility of the Contractor and must receive approval by the COR. The Government will not furnish Contractor an interior location for office space.

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

L. Preservation of Natural Features:

1. Confine all operations within the work limits of the project. Exercise special care to leave the natural surroundings undamaged. Restore damaged areas, repairing or replacing damaged lawns, trees, plants, and other vegetation and natural features at no additional expense to the Government. Contractor will be responsible for all costs associated with restoration of the project area.

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2. Do not remove, injure, or destroy trees or other plants without prior approval of the CO or COR. Consult with the CO or COR to remove agreed-on roots and branches that interfere with construction.

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

4. Carefully supervise excavating, grading, filling and other construction operations near trees and natural resources to prevent damage. For all disturbances to grounds, the Contractor shall complete final grading within one week of the disturbance/backfilling.

M. Equipment Restrictions: Use only equipment that can safely negotiate work area and as authorized by the COR.

N. Hauling Restrictions:

1. 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. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

2. Contractor shall use whatever means necessary to minimize mud and debris on the roadways caused by Contractor’s heavy equipment and trucks. Contractor shall be responsible to pick up, clean and/or sweep away any mud or debris caused by Contractor’s operation.

O. Traffic Control: The Contractor shall provide, erect, maintain and subsequently remove all traffic control devices required to gain access to the site and/or complete the work.

The traffic controls shall be in accordance with the ‘Arkansas Manual of Uniform Traffic Control Devices for Streets and Highways.’ Traffic control devices shall be provided with suitable supports of sufficient strength and stability. Traffic control shall be considered incidental to the completion of the project and no separate payment shall be made for this work. The Contractor shall complete the project so as to minimize the disruption of traffic flow within the work area.

P. Disposal and Recycle:

1. Unless otherwise specified by the CO, COR, or elsewhere in this Project Manual, all removed material and equipment that is not reinstalled under this contract, including debris generated by this project, shall be removed at regular intervals from the site and disposed of outside the park at an approved landfill, recycling center, or disposed of at other locations in accordance with federal, state, and local environmental and pollution regulations. All recyclable construction debris/scrap/materials will be turned in to a recycling center when possible.

Contractor is to provide the Government with documentation from the recycling center identifying the type, weight/volume of the recyclable materials accepted from the Contractor.

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2. The Contractor shall also recycle general administrative refuse associated with this project. This refuse includes cardboard, one gallon mark 1 and mark 2 plastic bottles, type 1 and 2 plastic soda bottles, aluminum and steel soda cans, and mixed paper.

Q. Ozone Depleting Substances: Ozone depleting substances which the Environmental

Protection Agency designates in 40 CFR Part 82 as Class I and Class II, are to be recovered by the Contractor and disposed of according to regulatory requirements.

Systems must be re-claimed/captured for recycling or re-use by the Contractor.

Disconnection of existing piping to allow Freon to escape into the atmosphere will not be permitted. The ozone depleting substances may not be sold or given away to private industry unless otherwise specified by the Government.

R. 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.

S. Park and Safety Regulations: Comply with all applicable OSHA and National Park

Service DO-50 regulations and directives (available online at http://www.nps.gov/applications/npspolicy/DOrders.cfm) pertaining to security, safety, occupational health, fire, traffic, and personnel clearances while on the premises of the Park.

T. Safety Briefing: Primary contractors will brief subcontractors on safety, occupational health, and fire prevention regulations, emphasizing the requirement to obtain a welding permit, when welding, cutting and brazing operations are required, and obtain authorization from the Contracting Officer Representative (COR) when open burning is intended. Maintain documentation that all subcontractors have been briefed.

U. 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.

V. 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.

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.

http://www.nps.gov/applications/npspolicy/DOrders.cfm

Section 01110-10

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.

W. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes. Smoking shall only be allowed in smoking areas as designated by the Park.

X. Public Utilities

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 trailer, Contractor must first receive written approval by the COR. Such temporary connections must be separately metered, are the responsibility of the Contractor, and at the Contractor’s expense. 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.

2. Should relocation of existing and/or new construction of commercial utilities be required, Contractor is to contact the applicable utilities and pay for all relocation and/or new utility construction and project costs.

3. Contractor shall coordinate with COR when conducting any work pertaining to the water utility lines.

4. The Park may require the Contractor to provide portable restroom facilities for the duration of this contract. The location for placement of these facilities must be pre-approved by the COR before delivery.

5. 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 Contracting Officer’s Representative (COR). Contractor must not leave refuse on the ground or around the dumpster should it reach or be at full capacity.

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

Y. Utility Interruptions: Notify COR not less than three (3) working days in advance of proposed utility interruptions. Do not proceed with utility interruptions without CO’s written permission. No single interruption shall exceed eight hours. Service interruptions shall be accomplished during other than normal work hours to the extent practical.

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Z. Enabling/Disabling Fire Alarm Panels: The Contractor shall bear all costs associated with enabling/disabling fire alarm panels. All fire alarm panels shall be properly operating prior to the contractor securing at the end of each workday. To have a fire alarm panel enabled/disabled the Contractor should first contact the COR.

AA. Protection of Existing Utilities: Before construction begins, the Contractor shall locate all utilities in the vicinity of and ground disturbance. The Contractor shall be responsible for complying with all regulations pertaining to utilities in the State where work is to be performed. The Contractor shall assume all risks for all utilities located in the vicinity of his work, whether above or below the ground surface. The Contractor shall also be responsible for all damages and assume all expenses for direct or indirect injury caused by his work, to any of the utilities, or any person or property by reason of injury to them, whether such utilities are or are not shown on the drawings, once they have been uncovered by the work.

BB. 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. Contractor shall pay all permit fees.

CC. Burn Permits: The Contractor is responsible for obtaining a Welding, Cutting, and

Brazing 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.

DD. 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. Contractor shall comply with all security requirements as imposed by the Park, which may include but not limited to, Contractor’s and subcontractor’s personnel, drivers and vehicles being subject to checks for valid registration and wants/warrants. Individuals who do not pass the security check will not be authorized access to the site.

EE. Environmental Management System: Contractor will reduce environmental risks, promote pollution prevention, and meet all environmental regulatory requirements during the execution and completion of the contract.

FF. Patching and Repairing: After the work has been completed, any Contractor-caused damages to Government-owned structures, facilities, streets, curbs, walks, lawns, 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

Section 01110-12 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 COR.

GG. Final Cleanup: Upon completion of the project, all Contractor’s equipment and construction debris will be removed from the site and left in an acceptable condition approved by the COR.

HH. Inspection: Obtain the COR’s approval prior to accomplishing tasks such as closing walls, 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 or test is accomplished.

II. Warranty Items:

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

2. This warranty shall continue for a period of one (1) year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of one

(1) year from the date the Government takes possession.

3. 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’s expense any damage to Government-owned or controlled real or personal property, when that damage is the result of:

a. The Contractor’s failure to conform to contract requirements; or

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

4. The Contracting Officer (CO) shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. There shall be a maximum 24-hour response time by the Contractor on all warranty items installed under this contract and identified as either malfunctioning or inoperative after acceptance of the item. The Contractor shall notify both the CO and the COR of the date, place, and time that the contractor will be on location to determine the cause of the problem. Response time shall be defined as the time from when the CO contacts the Contractor until the time the Contractor is present at the location of the equipment with the appropriate personnel to determine the problem and what is necessary to correct the problem. Warranty items shall be defined as all equipment, components, appurtenances, and wiring installed and the labor and materials necessary to install said items.

Section 01110-13

5. If the Contractor fails to remedy any failure, defect, or damage within five (5) working days after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor’s expense.

1.8 FIELD VERIFICATION

A. Field verify all new and existing dimensions affecting the work of this contract. Failure to do so prior to the submission of your quote shall not be cause for claim in the performance of the contract.

END OF SECTION 01110

Section 01310-1

SECTION 01310

PROJECT MEETINGS

1.1 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

2. Alternative Payment Protection and/or Payment and Performance Bonds as may be required by the terms of the contract.

3. Comprehensive summary of submittals which are to be transmitted to the

Contracting Officer for approval throughout contract performance.

4. Proposed Construction Progress Schedule, utilizing September 15, 2015 as the tentative baseline date the contractor receives the Notice to Proceed.

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 your Site Superintendent and, if applicable, Alternate Site

Superintendent; Project Manager, Safety Officer, Quality Control Supervisor. As appropriate for the scope of this contract, these responsibilities may be combined and performed by one or more qualified individuals. 24-hour number or numbers where the designated Site Superintendent and an alternate can be contacted at any time shall also be provided.

7. A list of the position classifications to be used in the performance of this contract (from the contract’s DBA Wage Determination).

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

Section 01310-2

9. Written statements from 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.

1.2 PROGRESS MEETINGS

A. Contracting Officer will schedule progress meetings with Contractor throughout the duration of the contract. Included in the meeting will be those individuals appropriate to the agenda topics. These may be held at the contract site or telephonically as determined by the Contracting Officer.

B. Topics to be discussed during the progress meetings may include, but not be limited to submittals, delivery schedules, quality control, requests for information, work in progress, schedule updates, safety, and other business relating to work under the

END OF SECTION 01310

Section 01330-1

SECTION 01330

SUBMITTALS

1.1 DESCRIPTION. The work of this section consists of submittal requirements before and during construction and at Project Closeout.

1.2 DEFINITIONS

A. Action Submittals: Written, graphic information, and physical samples that require

Government’s responsive approval action. Submittals may be rejected for not complying with requirements.

B. Information Submittals: Written information that does not require Government’s responsive action; but does require the Government’s acceptance. Submittals may be rejected for not complying with requirements.

1.3 RELATED REQUIREMENTS

A. Section 01770 - Project Closeout

B. Contractor is required to complete the Daily Log of Construction Form (a copy of which is located at the end of this section) and submit it to the Contracting Officer’s Representative daily, commencing on the date the Contractor is in receipt of the Notice to Proceed. Additional instructions on Contractor’s submission of daily logs shall be provided at the preconstruction conference. A transmittal form is not needed in the submission of the daily logs.

1.4 SUBMITTAL AND APPROVAL PROCEDURES

A. All submittals shall be transmitted using National Park Service form CM-16 dated R03/10

(a copy of the form is located at the end of this section). No action will be taken on a submittal item unless accompanied by this form.

B. The Contracting Officer reserves the right to require submittals in addition to those called for in the contract documents and which are identified in the Contractor’s Comprehensive Summary of Submittals. No materials will be installed or used until submittals have been approved and signed by the COR and CO.

C. Forward submittals to the Contracting Officer at least seven (7) calendar days before need for approval (action submittals) or acceptance (informational submittals). Unless a different number is specified, electronically (via e-mail) submit one (1) copy of each shop drawing, manufacturer’s catalog sheets (cut sheets), and one (1) copies of all other submittals required and requested for this project. Specimen samples are to be delivered to the COR with the accompanying transmittal form submitted to the CO. At the completion of the project and as part of the final closeout, Contractor shall also be required to submit two (2) hard-copies, and digital files on two (2) CDs or USB flash drives, of final shop drawings, schedules, Operations and Maintenance Manual, product

Section 01330-2 information, and manufacturer/dealer warranties, Contractor’s warranties, and other such documents called for within the contract documents. Acceptable applications for digital files are .pdf, .docx, .xlsx. .jpeg files are to be used for photographs only. Prior to generating and submitting files in any other application, check with the CO for acceptability.

1. Shop Drawings: Include the following information with each copy of shop drawings:

a. Date

b. Date of revisions (when applicable)

c. Contractor’s certification that shop drawing has been checked for compliance with contract documents.

d. Details of fabrication, assembly and erection including connections and engagement to contiguous work.

e. Materials used.

f. All required dimensions.

g. The term “by others” shall not be used. All work to be performed by others shall be identified by Contractor or subcontractor name, discipline, or trade.

2. Samples: Samples shall be large enough to illustrate clearly the functional characteristics and full range of color, texture, pattern, or grade.

3. Manufacturers’ Catalog Sheets (Cut Sheets): Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

4. Manufacturers’ Installation / Application Instructions: When contract documents require compliance with manufacturers’ instructions, and should such instructions provide options for installation and/or application, indicate on the instructions which option is being recommended for utilization.

5. Construction Materials: The Contractor is encouraged to submit for approval products made out of recycled or environmentally responsible material. Every effort will be made by the National Park Service to approve these materials.

D. Coordinate preparation and processing of submittals with performance of construction activities. Review them for legibility, accuracy, completeness, and compliance with contract requirements. Forward submittals that are related to or affect one another as a package to facilitate coordinated review and so as not to delay contract performance.

The Contracting Officer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. If the contractor intends to supply materials that differ from the salient characteristics which are specified in the contract documents, then a submittal will be required.

Section 01330-3

E. Submittal Identification

1. All sets of drawings, manufacturer’s catalog sheets, samples, and other documents submitted to the Contracting Officer must have the Park Name, Contract Number, and Submittal Number applied to each.

2. This identification information shall be applied to the bottom right margin on each document. If there are multiple pages to a document, the identification information need only be printed on the first page or cover sheet.

3. Identification information on samples shall be applied to the most readily visible area on the sample or on a label or tag affixed to the sample.

F. Submittal Numbering

1. Number each submittal consecutively.

2. For re-submittals use the original submittal number, plus a letter suffix, beginning with the alpha character “A”.

3. Additional re-submittals of the same item shall contain the original number with the next consecutive letter; e.g., “B”, “C”, “D”, etc.

G. Transmittal Numbering. Number each transmittal consecutively. No two transmittals shall have the same number. The transmittal number is entered in the top right block on the Transmittal CM-16 Form.

H. Contracting Officer’s Review

1. Submittals will be returned disapproved without technical review if identification information is missing, not filled in, or if placed on the back of the submittal; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out; submittals are not coordinated; or submittals do not show evidence of Contractor’s approval.

2. Any work done or orders for materials or services placed before approval shall be at the Contractor’s own risk.

3. After reviewing submittals, the Contracting Officer will return one copy of the

Transmittal CM-16 Form and one copy of applicable (marked up) submittal sheets to the Contractor. Shop drawing review notations will be returned on the reproducible original shop drawing. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use.

4. The returned Transmittal will be marked in one of three ways as defined below:

a. APPROVED: Acceptable with no corrections.

Section 01330-4

b. APPROVED WITH NOTATIONS: Minor corrections or clarifications required. All comments are clear and no further review is required. The Contractor shall address all review comments when proceeding with the work.

c. DISAPPROVED - RESUBMIT: Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting Officer will identify the reasons for disapproval. The Contractor shall revise and resubmit with the changes clearly identified within two (2) business days from Contractor’s receipt of the Returned Transmittal. A greater number of days may be granted by the Contracting Officer if the resubmittal is of such a complexity, or the period of time for the Contractor to gather the information for the re-submittal, warrants the extension.

5. Use for Construction: Use only final submittals with mark indicating “Approved” or “Approved with Notations.” Ensure all notations have been incorporated and, at a minimum, keep one copy of the final approved submittal on site for use during construction.

END OF SECTION 01330

DAILY LOG OF CONSTRUCTION

Contracting Officer's Representative

PROJECT

PARK

CONTRACT NO.

DATE

CONTRACTOR

CONTRACTOR REPRESENTATIVE ON SITE

WEATHER(Rain,Snow,Cloudy,Windy,Sunny, "Circle")

TEMPERATURE GROUND CONDITIONS (Dry,Damp,Wet,Frozen,"Circle")

High Low

Name of individuals on job site and classification Name of individuals on job site and classification

STATUS OF WORK

ITEM Brief description of work in progress. Include tests made and samples taken.

(Use comments section on continuation sheet for other information, if necessary).

CONTRACTORS PROJECT/SITE SUPERINTENDENT(print)

CONTRACTING OFFICERS REPRESENTATIVE (print)

SIGNATURE/DATE

Signature/Date

Both parties signing this form shall not constitute a change to the contract. The signature show both are aware of the information on the form.

MATERIALS DELIVERED:

Project:

A ct io n

Su bm itt al

In fo rm at io na l S ub m itt al

It em

N o.

Specification Section No.

P ar ag ra ph N o.

Description of Item

(Size, Type, Name, Manufacturer, Use, Etc.)

N o.

o f C op ie s Su bm itt ed

C on tri bu te s to m ee tin g

LE

ED

an d/ or F ed S us t.

R eq

M ee ts B uy A m er ic an

A ct

R eq

A lte rn at e M at er ia ls

P ro po se d

N o.

o f C op ie s R et ur ne d

A pp ro ve d

A pp ro ve d w ith N ot at io ns

D is ap pr ov ed

R es ub m it

A cc ep t

R ej ec t

Date To Contractor: r03/10

CM-16 TRANSMITTAL FORM - NATIONAL PARK SERVICE

Park: PMIS No.: Contract No.: Date: Transmittal No.:

Sheet: 1 of:

Title: Date:

Contractor's Signature:

I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)

Review Comments:

Action Submittal

Informational Submittal

Contractor: NPS ACTIONSubcontractor / Supplier:

Recommended by:

Date Received: Distribution: 1 copy each: CMR Interim, A/E, DSC, Contr.

Title: Date:

Title: Date:

Action by:

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the government is not responsible for errors or omissions

Project:

A ct io n

Su bm itt al

In fo rm at io na l S ub m itt al

It em

N o.

Specification Section No.

P ar ag ra ph N o.

Description of Item

(Size, Type, Name, Manufacturer, Use, Etc.)

N o.

o f C op ie s Su bm itt ed

C on tri bu te s to m ee tin g

LE

ED

an d/ or F ed S us t.

R eq

M ee ts B uy A m er ic an

A ct

R eq

A lte rn at e M at er ia ls

P ro po se d

N o.

o f C op ie s R et ur ne d

A pp ro ve d

A pp ro ve d w ith N ot at io ns

D is ap pr ov ed

R es ub m it

A cc ep t

R ej ec t

CM-16 TRANSMITTAL FORM CONTINUATION - NATIONAL PARK SERVICE

Park: PMIS No.: Contract No.: Date: Transmittal No.:

Sheet: of:

Contractor: Subcontractor / Supplier: NPS ACTION Action

Submittal Informational

Submittal

Review Comments r03/10

Section 01360-1

SECTION 01360

ACCIDENT PREVENTION

1.1 DESCRIPTION. The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.

1.2 SUBMITTALS

A. Accident Prevention Program: After contract award and before the Preconstruction

Conference, submit for approval an Accident Prevention Program / Safety Plan. The Contracting Officer’s Representative will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the Contractor shall resubmit the program within two (2) business days. No work on the contract site shall be performed without an approved Accident Prevention Program/ Safety Plan. The program shall include:

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

2. Weekly and monthly safety meetings.

3. First aid procedures.

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

5. Training, both initial and continuing.

6. Planning for possible emergency situations such as floods, fires, power outages, explosions, spills, and/or other emergency situations giving consideration to the nature of the construction, site conditions, and degree of exposure of persons and property.

B. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.

C. Submit a report of safety meetings and of inspections.

1.3 QUALITY ASURANCE

A. Comply with contract clauses entitled “Accident Prevention” and “Permits and

Responsibilities”. In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualification of Employees:

Section 01360-2

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

2. 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.

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