Statement_of_Work.pdf

PDF 10 MB Posted Jan 11, 2022

Attached to: Bailly House Bracing and Shoring Federal contract opportunity
Solicitation number: 140P6422Q0005
Issued by: Department of the Interior National Park Service Midwest Region

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Wage_Determination.pdf	PDF	Jan 11, 2022
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Bracing_and_Shoring_Price_Schedule.xlsx	XLSX spreadsheet	Jan 11, 2022
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1100 MINERAL SPRINGS RD.

PORTER, INDIANA 46304

INDIANA DUNES NATIONAL PARK

SPECIFICATIONS FOR BRACING & SHORING

BAILLY MAIN HOUSE HS-18

STATEMENT OF WORK

NATIONAL PARK SERVICE

12/01/2021

BAILLY MAIN HOUSE HS-18 (PMIS-254461)

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Table of Contents

SECTION 1 SUMMARY OF WORK

A. BACKGROUND

B. STRUCTURAL

C. SCOPE OF WORK

D. BRACING & SHORING NOTES

E. PERIOD OF PERFORMANCE

F. SITE VISIT

G. WORKING HOURS

H. DEFINITIONS

I. SUBMITTALS

J. QUALITY ASSURANCE

K. PROJECT CONDITIONS

L. PROTECTION FROM THE WEATHER

M. GOVERNMENT FURNISHED MATERIALS

N. GOVERNMENT FURNISHED FACILITIES

O. CONTRACTOR-FURNISHED ITEMS

P. QUALITY ASSURANCE

Q. FIRE PREVENTION AND SECURITY

R. CIRCUMSTANCES TO BE REPORTED

TECHNICAL SPECIFICATIONS: SHORING, BRACING AND UNDERPINNING

PART 1 - GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 REQUIREMENTS

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

PART 2 - PRODUCTS

2.1 MATERIALS FOR SHORING AND BRACING

PART 3 - EXECUTION

3.1 INSTALLATION

APPENDIXES:

APPENDIX A: DRAWINGS

APPENDIX B: PICTURES

APPENDIC C: (LEFT IN BLANK INTENTIONALLY)

APPENDIX D: 1977 ARCHITECTURAL PLANS

APPENDIX E: STRUCTURAL CALCULATIONS

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SECTION 1 SUMMARY OF WORK

A. BACKGROUND

The Bailly Homestead is an iconic historic property in Porter County, Indiana. Established by Joseph and Marie Bailly ca. 1824, it has long been recognized as one of the oldest homesteads in the area. The homestead is located in Westchester Township, Porter County, near Chesterton, Indiana. It is located in the S.W. ¼, S.E. ¼ S. 27, T 37N, R 6W.

The property is part of the Indiana Dunes National Park. It includes five buildings, four of which are of log construction. The fifth is of brick. Most of the buildings saw substantial modifications while Bailly family members occupied them. All buildings were restored to their early twentieth-century appearance in 1977.

The work includes bracing & shoring on the Bailly House (H-18) Historic Property only.

The contractor need to treat and protect all the building elements and features as a historic structure.

B. STRUCTURAL

1. Public should not access second floor and higher.

2. Based on observations and calculations provided on Appendix E, the second floor structural framing does not have adequate load carrying capacity for occupancy of any kind. The framing around the stairs does not have a direct load path to the foundation. The framing around the stairs to the second floor should have temporary shoring installed. The shoring should continue down to the basement slab. Public access to the second floor or higher should be restricted.

3. Roof framing is deteriorated and has been supplemented with unconventional framing. The roof framing has deterioration from moisture as well as damage from a previous fire.

4. The existing roof framing consists of deteriorated wood members, damaged wood and new framing resulting in an unconventional framing system. Temporary shoring should be installed beneath both valley rafters. The north valley rafter should also have blocking and hurricane straps installed to securely connect the rafter to the existing knee wall near the northwest corner of the house. At the north

2 | P a g e valley rafter in Room 304, a shoring post should be located against the west wall and securely fastened to the valley rafter.

5. At the base of the post on the third floor, blocking should be positioned in order to distribute the load to at least two existing hewn timbers, spaced approximately at 3-feet on center, spanning east to west. The shoring should continue in the same location at each floor down to the basement slab. The south valley rafter also needs shoring posts installed in two locations. One post should be securely fastened to the rafter at the south wall in Room 300, and another post should be securely fastened to the rafter at the west wall of Room 301. As with the shoring for the north rafter, the shoring here should also feature blocking on the floor and continue in the same location at each floor down to the basement slab.

6. Restrict access to the second story porches. The railings are deteriorated and unstable.

C. SCOPE OF WORK

Project Location: 601 Howe Road Porter, Indiana 46304. Work consists of Bracing & Shoring of the Bailly House (H-18).

D. BRACING & SHORING NOTES

1. Stairs:

a. The framing around the stairs to the second floor should have temporary shoring installed.

b. The shoring should continue down to the basement slab.

2. Roof Framing

a. Temporary shoring should be installed beneath both valley rafters.

b. The north valley rafter should also have blocking and hurricane straps installed to securely connect the rafter to the existing knee wall near the northwest corner of the house.

c. At the north valley rafter in Room 304, a shoring post should be located against the west wall and securely fastened to the valley rafter.

d. At the base of the post on the third floor, blocking should be positioned in order to distribute the load to at least two existing hewn timbers, spaced approximately at 3-feet on center, spanning east to west.

e. The shoring should continue in the same location at each floor down to the basement slab.

f. The south valley rafter also needs shoring posts installed in two locations.

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g. "One post should be securely fastened to the rafter at the south wall in Room 300, and another post should be securely fastened to the rafter at the west wall of Room 301."

h. "As with the shoring for the north rafter, the shoring here should also feature blocking on the floor and continue in the same location at each floor down to the basement slab."

i. Bracing and Shoring installation shall to transfer all the loads from the roof to the basement.

3. Surrounding Perimeter

a. Provide lateral Bracing and Shoring to prevent lateral displacement due to seismic or wind loads.

E. PERIOD OF PERFORMANCE

All work described herein shall be completed no later than 90 calendar days after the effective award date on the contract.. Work will not be conducted on Saturdays, Sundays, without prior approval of the Contracting Officer’s Representative and must be requested in writing. Working on Federal Holidays will not be permitted

F. SITE VISIT

SITE VISITATION: Bailly House (H-18). Bidders are encouraged to have examined the site and satisfied him/herself as to the existing conditions under which he/she will be pledged to operate or that in any manner might affect the work under this contract.

G. WORKING HOURS

The work shall not be performed on weekends or holidays, or before 7:00 AM or after 4:00 PM, unless prior arrangements are made with the Contracting Officer Representative.

H. DEFINITIONS

Work area as used in this section includes all areas showed in the drawings Appendix A.

I. SUBMITTALS

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1 The following information shall be submitted for approval by the COR within 15 days after contract award

1. Product Data: Shoring & Bracing Materials

2. Shop Drawings: Shoring and Bracing layout installation.

3. See section 1.4 Submittals under Technical Specifications on Page 9.

J. QUALITY ASSURANCE

1. Qualifications: Workers shall be fully qualified and experienced in the techniques of bracing & shoring in historical structures.

K. PROJECT CONDITIONS

1. Protection of existing historic property A. Survey the site and examine the drawings and specifications to determine the extent of the work. Take necessary precautions to avoid damage to existing historic items that are to remain in place, to be reused, or to remain the property of the government. Repair or restore items damaged by the contractor to original condition, or replaced, as approved by the contracting officer.

B. Coordinate the work of this section with all other work and shall install and maintain shoring, bracing and supports, as required. Ensure that structural elements are not overloaded and shall provide additional supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

L. PROTECTION FROM THE WEATHER

The interior of buildings to remain and salvageable materials shall beprotected from the weather at all times.

M. GOVERNMENT FURNISHED MATERIALS

No Government furnished material shall be use for this project.

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N. GOVERNMENT FURNISHED FACILITIES

The entire project will be confined to the Main Bailly House; indoor and outside perimeter. The contractor shall not have access to any other facilities. There is only a very limited storage space at the Bailly House (HS-18), therefore the contractor will be responsible to provide secured containers for most of the equipment and supplies. Any items that can’t fit into the provided site area shall be kept off premises by the contractor, and brought to the work site each day, as needed.

O. CONTRACTOR-FURNISHED ITEMS

Equipment: The Contractor shall furnish all equipment and materials necessary to perform the tasks specified in this contract. Equipment furnished by the Contractor shall be commercial grade and of the size and type customarily used in high quality work of this kind. All equipment brought on to the premises is subject to the approval of the COR. Equipment deemed, by the COR, to be of improper type, design, or hazardous shall be removed from the premises and replaced with satisfactory equipment. All electrical equipment used by the Contractor shall meet all safety requirements of this contract.

P. QUALITY ASSURANCE

All work, wiring components, equipment and installation will meet or exceed manufacture’s recommendation and installation requirements. All final work must meet local and state requirements. Final acceptance Inspection will be done by the COR prior to final payment.

1. Contractor shall assure quality of project work.

2. Contractor shall maintain a qualified crew throughout the duration of the project and ensure quality control.

3. The services to be performed by the contractor shall be inspected by the Contracting Officer or his/her authorized representative, the COR/Inspector.

Inspection by COR/Inspector will be made daily or more frequently.

4. Other Applicable Standards: Electrical installation and other pertinent installation services shall comply with the policies and standards of the governing bodies and applicable regulations which include but are not limited to:

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a. State and local codes [latest editions]

b. Uniform Building Code [ICBO, latest edition]

c. Occupational Safety and Health Act [OSHA, latest edition]

d. Manufacturers Specifications and recommendations.

Q. FIRE PREVENTION AND SECURITY

The Contractor is responsible for ensuring security of Government property, buildings, equipment, materials, records, and data against unauthorized access, loss, or damage during the performance this contract.

1. Fire Prevention: All chemical and combustible items shall be stored in proper containers. All trash shall be placed in the dumpsters and not stored in the building.

There are no public areas designated as smoking areas. Smoking is prohibited inside all Federal buildings.

2. Building Security: The Contractor shall announce their arrival and departure to Government employees who may be occupying the building after normal working hours, and shall ensure all exit doors remain closed and locked at all times during the performance of services unless the Contractor is using the door and remains in sight of the door. Only the Contractor’s employees are allowed in the building or on the job site during the performance of services. The Contractor shall secure all contractor owned equipment and supplies prior to leaving the premises. The Contractor shall also close and lock the gate to the employee parking areas before leaving the premises.

The Contractor will establish and implement methods of ensuring that all keys issued by the Government are kept secure in the Contractor’s possession and are not used by unauthorized persons. No keys issued by the Government are to be duplicated.

1. The Contractor will be required to reimburse the Government for replacement of locks or re-keying as a result of Contractor loss of keys. In the event a master key is lost or duplicated, the Government will replace all locks and keys for that system at the Contractor’s expense.

2. Contractor will report the occurrence of a lost key to the Contracting Officer no later than the next duty day.

3. It is the responsibility of the Contractor to prohibit the use of keys issued by the Government by any persons other than the Contractor's employees. It is also the responsibility of the Contractor to prohibit the opening of locked areas by

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Contractor to permit entrance of persons other than Contractor's employees engaged in the performance of assigned work in those areas.

R. CIRCUMSTANCES TO BE REPORTED

The Contractor will report to the COR any circumstances of needed repairs of the facility or unusual soiling of an area which may affect the performance of the work and/or create unhealthy or hazardous conditions. The Contractor will report to the COR, park rangers, and/or fire department any instances of fire, accidents, vandalism, attempted break-ins, signs of attempted break-ins, or suspicious persons

– or any otherwise suspicious activities.

S. WARRANTY REQUIREMENTS

1. A one-year warranty is required on all contractor and sub-contractor labor, which does not include the individual manufacturer’s part or product implied warranties. Warranty will be effective from the date of final acceptance by the park.

2. All material will be applied in accordance to manufacturer’s instruction.

3. Manufacturer’s product warranty will apply to all other parts, fixtures and products.

T. PROJECT CLOSEOUT

When project is complete, contractor shall request in writing a final inspection.

Upon receipt of this written request, the Contracting Officer Representative will proceed with inspection within 10 days of receipt of request or will advise the contractor of items that prevent the project from being designated as complete.

1. Areas rejected by the Contracting Officer Representative shall be made good at the expense of the contractor.

2. If following final inspection, the work is determined to be not complete; the Contracting Officer Representative will notify contractor in writing. The Contracting Officer Representative will prepare a list of deficiencies to be corrected. The Contractor shall complete the work described on the list of deficiencies within 10 calendar days. After completing work, the contractor shall request a new final inspection.

3. After all deficiencies have been corrected, final acceptance will be issued.

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TECHNICAL SPECIFICATIONS: SHORING, BRACING AND UNDERPINNING

PART 1 - GENERAL

1.1 SUMMARY

A. Related Documents:

1. Drawings and general provisions of the Subcontract apply to this Section.

2. Review these documents for coordination with additional requirements and information that apply to work under this Section.

B. Section Includes:

1. Design of bracing, shoring, and underpinning.

2. Selection of shoring and bracing installation sequence.

3. Temporary bracing of the structure or portions of the structure as required to prevent the structure from becoming unsafe.

4. Installation and removal of posts, timbers, lagging, braces, etc. required in connection with bracing, shoring, and underpinning the structure during installation.

1.2 REFERENCES

A. General:

1. The following documents form part of the Specifications to the extent stated. Where differences exist between codes and standards, the one affording the greatest protection shall apply.

2. Unless otherwise noted, the referenced standard edition is the current one at the time of commencement of the Work.

3. Refer to SOW for the applicable regulatory requirements.

1.3 REQUIREMENTS

A. General:

The stability and integrity of the structure shall be maintained at levels generally acceptable by the use of bracing, shoring, and underpinning. In no case shall the structure be allowed to become unsafe during shoring, bracing installation as defined by the local governing jurisdiction.

B. Bracing and Shoring for Structures:

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1. The bracing and shoring systems required to provide temporary support of a structure or portions of a structure shall be designed to support the dead, live, soil, earthquake and wind loads that may be imposed on the structure in accordance with industry standards and generally accepted engineering principles.

2. The proposed bracing and shoring systems shall have foundations designed to assume an allowable soil bearing pressures around 2,000 psf.

1.4 SUBMITTALS

A. Shop Drawings indicating layout, member sizes, connection details and installation sequence for bracing, shoring and underpinning. No work related to bracing, shoring or underpinning shall take place until NPS has reviewed the Shop Drawings.

B. Design calculations of bracing, shoring and underpinning showing member stresses and connections due to imposed loads.

C. Schedule - The Contractor must submit a schedule for services listed as "weekly", "monthly", quarterly", and "semi-annual" work with dates to be performed. The Contractor must inform the Government of schedule changes at least one week in advance.

D. Personnel - Provide and keep current a written list of the names of all Contractors' employees performing services under this contract and their work schedules.

1.5 QUALITY ASSURANCE

Calculations and Shop Drawings of proposed bracing, shoring, and underpinning of the structure shall be prepared, by a Structural Engineer registered in the State of Indiana.

PART 2 - PRODUCTS

2.1 MATERIALS FOR SHORING AND BRACING

Materials for shoring and bracing shall be undamaged, high quality materials.

PART 3 - EXECUTION

3.1 INSTALLATION

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A. The Installation of bracing, shoring and underpinning shall be in accordance with the reviewed Shop Drawings prepared by the Subcontractor's Engineer.

B. The Subcontractor shall be responsible for the design of bracing, shoring and underpinning and inspection of the work as detailed on the bracing, shoring, and underpinning Shop Drawings, prior to sawcutting or removing portions of the structure.

END OF SECTION

HS-18

Main

House

H o w e

R o a d

Little Calumet River

East Branch

Trail to Bailly Homestead and

Chellberg Farm Visitor Center

Contact Station (Little Calumet

River Trail System)

Trail to Dunes Learning

Center and Bailly

Cemetery (Little Calumet

River Trail System)

Comfort Station

LT3.7LT3.7

HS-19 Brick House

HS-22 Chapel

HS-20 Two-Story

Log Building

HS-21 Storehouse

Universally Accessible

Building

GRAPHIC SCALE - FEET, CONTOUR INTERVAL 5 FEET

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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MIDWEST

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PORTER

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INDIANA

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INDIANA DUNES NATIONAL PARK

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BAILLY HOMESTEAD

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ASBESTOS ABATEMENT

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BAILLY MAIN HOUSE (HS-18)

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HISTORIC STRUCTURE

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NORTHWEST

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INDIANA

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COVER

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PROJECT NORTH

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BAILLY MAIN HOUSE (HS-18)

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SHORING & BRACING

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APM

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INDIANA DUNES NATIONAL PARK

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ROOM NUMBER

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LOG WALL

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EXISTING W6 AND W8 STEEL BEAMS AND POSTS TO BE REMOVED (BY OTHERS)

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UNDERPIN NORTHEAST CORNER OF ROOM 006 (BASEMENT LEVEL)

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PROVIDE SHORING AROUND THE AREAS WHERE THE NEW COLUMNS ARE TO BE INSTALLED.

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EXISTING EXPOSED HEWN BEAMS AT 3'-0" O.C.

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EXISTING HEWN BEAMS AT 3'-0"O.C. IN CEILING TO BE MODIFIED PER SECTION 2/TS2

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PROVIDE SHORING AROUND THE AREAS WHERE THE NEW COLUMNS ARE TO BE INSTALLED.

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EXISTING SUBFLOOR

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BAILLY MAIN HOUSE (HS-18)

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SHORING & BRACING

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APM

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INDIANA DUNES NATIONAL PARK

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SECOND FLOOR

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AutoCAD SHX Text

EXISTING HEWN BEAMS AT 3'-0" O.C. TO BE MODIFIED

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NEW W6 AT 8'-0" MAX SPACING

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NEW W8

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NEW W6 INSTALLED DIRECTLY OVER W6 FOR FIRST FLOOR FRAMING

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TYP.

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INTERIOR BRICK WALL BELOW

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PROVIDE SHORING AROUND THE AREAS WHERE THE NEW COLUMNS ARE TO BE INSTALLED.

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NEW CEILING

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NEW W8

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EXISTING HEWN LOG SIZE VARIES

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NEW 3" STEELPOST

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3/8" BASEPLATE WELDED TO POST, TYP.

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EXISTING FLOOR AND SUBFLOOR

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SECTION AT POST, THIRD FLOOR FRAMING

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EXISTING SECOND FLOOR WALL

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SHEAR PLATES WELDED TO W6

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BOLTED CONNECTIONS, TYP.

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PMIS/PKG NO.

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BAILLY MAIN HOUSE (HS-18)

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SHORING & BRACING

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DETAIL AT BASEMENT STAIRS

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TITLE OF SHEET

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BAILLY MAIN HOUSE (HS-18)

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SHORING & BRACING

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AutoCAD SHX Text 177497

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APM

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AutoCAD SHX Text 10/12/2021

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BASEMENT

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AutoCAD SHX Text E:\U\INDU\2021\20210823_Bailly_Shoring\DRAWINGS\STRUCTURAL\S04-H18-BAILLY MAIN HOUSE BASEMENT.dwg

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BASEMENT

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BASEMENT

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INACCESSIBLE CRAWL SPACE

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PROVIDE SHORING AROUND THE AREAS WHERE THE NEW COLUMNS ARE TO BE INSTALLED.

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PROVIDE SHORING AROUND THE AREAS WHERE THE NEW COLUMNS ARE TO BE INSTALLED.

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PROVIDE SHORING AROUND THE AREAS WHERE THE NEW COLUMNS ARE TO BE INSTALLED.

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POST INSTALLED ANCHORS

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EXISTING CONC. FLOOR

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NEW 8" ENGINEERED WOOD JOISTS AT 16" O.C. EXISTING JOISTS TO REMAIN IN PLACE.

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BALUSTERS (NOT SHOWN) TO BE MODIFIED OVER WOOD BEAM

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METAL BRACKETS

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EXISTING 5/16" TONGUE & GROOVE FLOORING

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EXISTING 7/8" SUBFLOOR

AutoCAD SHX Text NEW POST TO EXTEND TO BOTTOM OF NEW BEAM MODIFY EXISTING ADJACENT FRAMING AND FINISH MATERIALS AS NEEDED.

AutoCAD SHX Text REPLACE EXISTING 4x4 WOOD POST

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WOOD BLOCKING AS NEEDED

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ANCHOR INTO MASONRY

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EXTERIOR MASONRY FOUNDATION WALL

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METAL BRACKET

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CUT OFF BASE OF EXISTING 6"x6" POST

BAILLY HOMESTEAD MAIN HOUSE

(HS-18)

Page 1 of 46 11/16/2021 12:10:03 PM

Overview Map

BAILLY HOMESTEAD MAIN HOUSE (HS-

18)

EMERGENCY BRACING & SHORING

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Basement[1].jpg Title: Bailly Homestead Main House Emergency Bracing & Shoring

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Basement[2].jpg

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Basement[3].jpg

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Basement[4].jpg

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Basement[5].jpg

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Basement[6].jpg

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Basement[7].jpg

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Basement.jpg

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ELEVATION- EAST.jpg

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ELEVATION- NORTH.jpg

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ELEVATION- SOUTH.jpg

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ELEVATION- WEST.jpg

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First Floor[1].jpg

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First Floor[2].jpg

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First Floor[3].jpg

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First Floor[8].jpg

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First Floor[9].jpg

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First Floor[12].jpg

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First Floor.jpg

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Second Floor[1].jpg

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Second Floor[2].jpg

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Second Floor[3].jpg

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Second Floor[4].jpg

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Second Floor[5].jpg

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Second Floor[6].jpg

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Second Floor[7].jpg

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Second Floor[8].jpg

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Second Floor[9].jpg

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Second Floor[10].jpg

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Second Floor[11].jpg

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Second Floor[12].jpg

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Second Floor[13].jpg

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Second Floor[28].jpg

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Second Floor.jpg

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Third Floor[1].jpg

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Third Floor[2].jpg

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Third Floor[3].jpg

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Third Floor[4].jpg

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Third Floor[5].jpg

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Third Floor[6].jpg

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Third Floor[16].jpg

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Third Floor[17].jpg

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Third Floor[18].jpg

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Third Floor.jpg

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A ppend ix D 1977 A rchitectural D raw ings

Baily Homestead 1977 Architectural Drawings, Main House, North and East Elevations.

(INDU Museum Collection)

1977 ARCHITECTURAL

DRAWINGSD

BASIC DATA

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SITE PLAN

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REDUCED SIZE

HISTORIC STRUCTURE .. PRESERVATION GUIDE

BAILLY HOMESTEAD

REPRODUCTION

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DEPARTMENT OF THE INTERIOR

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GPO· l 97 4·678 709

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Appendix C .

Pages from 1977 Preservation Guide, with notes about scope of work for 1976 Restoration Project.

Walter, Douglas S. Historic Structures Preservation Guide Bailly Homestead. (U.S. Department of the Interior, National Park Service, Indiana Dunes National Lakeshore, 1977) 16-24.

Appendix D .

Pages from 1977 Preservation Guide, with notes about scope of 1976 Restoration Project.

Walter, Douglas S. Historic Structures Preservation Guide Bailly Homestead. (U.S. Department of the Interior, National Park Service, Indiana Dunes National Lakeshore, 1977) 16-24.

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A04 SOW

Appendix A - Drawings

Sheets and Views

1 COVER SHEET

PLOT

2 FIRST FLOOR

3 SECOND FLOOR

PLOT

4 THIRD FLOOR

PLOT

5 BASEMENT

PLOT

Appendix B - Pictures

Appendix D_1977 Architectural Plans

File details come from the government source that posted it. Updated Jan 11, 2022.