SOW_SPAR_Windows__PR_5-1-16.pdf

SPRINGFIELD ARMORY

NATIONAL HISTORIC SITE

One Armory Square, Suite 2

Springfield, Massachusetts 01105

Paint Windows and Trim of Springfield Armory/Visitor Center PMIS No.: 172882

May 6, 2016

National Park Service U.S. Department of the Interior

Northeast Region

PROJECT MANUAL

SPAR PAINT WINDOWS AND TRIM OF SPRINGFIELD ARMORY/VISITOR CENTER

PMIS No.: 172882

MAY 6, 2016 PROJECT MANUAL COVER 000100 - 2

FRONT COVER:

Springfield Armory

Mailing Address:

Springfield Armory National Historic Site

Springfield, Massachusetts 01105

To review general information about

Springfield Armory National Historic Site please visit:

www.NPS.gov/SPAR or http://www.nps.gov/SPAR http://www.nps.gov/SPAR

PAINT WINDOWS AND TRIM OF

SPRINGFIELD ARMORY/VISITOR CENTER

MAY 2016 TABLE OF CONTENTS 000115 - 1

DOCUMENT 000115 – TABLE OF CONTENTS

The complete Project Manual for the Project consists of this entire electronically bound volume, which is not to be separated for any reason. The Government is not be responsible for any assumptions made by a Contractor, a Subcontractor, Consultant or Specialist, as applicable, who does not receive a complete Project Manual containing all sections and documents listed in the Table of Contents, below.

The following listing of documents comprises the Project Manual for the Project, entitled:

Springfield, Massachusetts

Where numerical sequence of Specification Sections or Divisions is interrupted, such interruptions are intentional. Master Format Sections that are reserved by the CSI, as of April 2012, are intentionally not listed in the TABLE OF CONTENTS below.

It is the responsibility of each entity to review and become familiar with all Project Documents in order to execute the Project efficiently and in a timely manner. Failure to do so is not the responsibility of the Government.

Pre-offer inquires shall be submitted upon the enclosed form.

Division Section Title Pages

DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

004143 CONTRACT PRICE SCHEDULE FORM 2

006000 NPS PROJECT FORMS 2

006211 SUBMITTAL TRANSMITTAL FORM (CM-16) 1

006241 CONTRACTOR QUALITY CONTROL DAILY REPORT FORM 2

006411 EMERGENCY CONTACT LIST 2

006611 SUBMITTAL LOG 2

MAY 2016 TABLE OF CONTENTS 000115 - 2

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011111 SUMMARY OF WORK 19

012700 DEFINITION OF CONTRACT LINE ITEMS 7

013000 ADMINISTRATIVE REQUIREMENTS 6

013119 PROJECT MEETINGS 5

013233 PHOTO DOCUMENTATION FOR HISTORIC PRESERVATION PROJECTS 3

013591 HISTORIC PRESERVATION TREATMENT PROCEDURES 7

013593 ARCHEOLOGICAL DISCOVERIES 3

014200 REFERENCE STANDARDS AND DEFINITIONS 5

015000 TEMPORARY FACILITIES AND CONTROLS 3

017000 EXECUTION AND CLOSEOUT REQUIREMENTS 7

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION 11

DIVISION 03 - CONCRETE

NOT APPLICABLE

DIVISION 04 - MASONRY

NOT APPLICABLE

DIVISION 05 - METALS

NOT APPLICABLE

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

NOT APPLICABLE

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

NOT APPLICABLE

DIVISION 08 – OPENINGS

MAY 2016 TABLE OF CONTENTS 000115 - 3

080152 WINDOW CONSERVATION 20

DIVISION 09 - FINISHES

099000 PAINTING 9

DIVISION 10 – 14

Facility Services Subgroup

DIVISION 21 - 28

Site and Infrastructure Subgroup

DIVISION 31 – 48

NOT APPLICABLE

APPENDIX A

HAZARDOUS MATERIALS TESTING REPORTS 10

END OF TABLE OF CONTENTS

MAY 2016 NPS PROJECT FORMS 006000 - 1

DOCUMENT 006000 - NPS PROJECT FORMS

PART 1 - GENERAL

1.1 SUMMARY

A. Below is the listing of National Park Service (NPS), Project Forms included in this Project Manual. The Project Forms, included in Divisions 00, shall be utilized to perform and complete the necessitated tasks, as applicable, to the Project.

B. Project is:

Paint Windows and Trim at Springfield Armory/Visitor Center, Springfield Armory National Historic Site, Springfield, Massachusetts

SPAR,

PMIS Number: 172882

1.2 RELATED SECTIONS

A. All Divisions and Sections of the Project Manual, in its entirety, particularly those that specify submissions and/or transmittals of information, qualifications, and other materials, between the Contractor and Government are related to this Document, including, but not limited to:

1. Division 01, all Sections,

2. Division 02 through 49 all Material Sections,

3. Project Drawings.

1.3 LIST OF PROJECT FORMS

A. Included with the Project Manual are NPS Project Forms that shall be utilized in performing the required tasks and duties of the Project. The NPS forms supplement GSA / SF forms. The NPS forms are:

1. Document 006211 - SUBMITTAL TRANSMITTAL FORM

2. Document 006241 - CONTRACTOR QUALITY CONTROL DAILY REPORT

FORM

3. Document 006411 – EMERGENCY CONTACT LIST

4. Document 006611 – SUBMITTAL LOG

5. Document 006273 - SCHEDULE OF VALUES FORM (SOV)

6. Document 006313 - REQUEST FOR INFORMATION (RFI)

B. Should a listed Project Form not be present in the Project Manual, notify the Government immediately in a timely manner, in writing, directed to the Contracting Officer and Contract Specialist. Submit said notification no later than 10 days prior to Pre-construction Conference.

MAY 2016 NPS PROJECT FORMS 006000 - 2

PART 2 - PRODUCTS

PART 3 - EXECUTION Not Applicable to this Document

3.1 SUBMITTING FORMS

A. All Project Forms submitted to the Government shall be completed in type-face or neatly printed.

1. Completed forms shall be e-mailed to the Government.

2. Once a month submit original documents bearing an original authorized agent signature to the Government.

END OF DOCUMENT 006000

DOCUMENT 006211 - SUBMITTAL TRANSMITTAL FORM

CM-

r11/10

Date: Transmittal No.:

Sheet: of:

Park: PMIS No.: Project: Contract No.:

Contractor: Subcontractor / Supplier: NPS ACTION A I

A

A ct io n

I =

In fo rm at io na l

It em

N o.

Specification Section No.

P ar ag ra ph N o.

Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

A lte rn at e

M at er ia ls P ro po se 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: Contractor's Signature / Title: Review Comments

I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements.

Date: Recommended by / Title:

Date: Action by / Title:

Date Received: Distribution 1 copy each: CO, CS, COR, A/E, NERO. Date To Contractor:

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.

THIS PAGE INTENTIONALLY LEFT BLANK

October 2012 NER NPS FORM - 6241

CQCDOCUMENT 006241

CONTRACTOR'S QUALITY CONTROL

DAILY REPORT

This is a National Park Service Northeast Region Form.

PROJECT: REPORT NUMBER: SHT. OF

CONTRACT NO.:

DATE:

PARK:

CONTRACTOR'S REPRESENTATIVE ON THE JOB

WEATHER (Rain, Snow, Cloudy, Windy, etc.)

RAINFALL

(Inches)

TEMPERATURE GROUND CONDITIONS (Dry, Damp, Wet, Frozen, etc.)

MAX.

MIN.

1. PRIME CONTRACTOR

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON JOB NO. UNITS HRS. WORKING

YES NO Comments

WORK PERFORMED BY PRIME CONTRACTOR:

2. MATERIALS DELIVERED OFFICIAL VISITORS TO SITE

2A. SUBCONTRACTOR, _____________________________________________: (If more than one subcontractor use copies of following page.)

NO. EMPLOYEES BY JOB CATEGORIES Hours HEAVY EQUIPMENT ON JOB NO. UNITS HRS. WORKING

WORK PERFORMED BY SUBCONTRACTOR:

3. SPECIFIC INSPECTIONS: (Inspections performed, results, and corrective actions)

4. TESTING: 1 Check if any testing was performed today. (Complete and attach Test Report Information Sheets.)

Type and Location of Testing:

5. VERBAL INSTRUCTION RECEIVED FROM GOVERNMENT ON CONSTRUCTION DEFICIENCIES OR RE-TESTING REQUIRED:

6. REMARKS:

7. CERTIFICATION:

I, the undersigned, certify that the above report is complete and correct and that I, or my authorized representative, have inspected all work performed this day by the Prime Contractor and each subcontractor and determined that all materials, equipment, and workmanship are in strict compliance with the plans and specifications except as may be noted above.

Contractor's Quality Control Representative DATE:

SUBCONTRACTOR WORK CONTINUED: CONTRACT NO. REPORT NO. _______

SHEET ____ OF ____

2B SUBCONTRACTOR,

NO. EMPLOYEES BY JOB CATEGORIES Hours EQUIPMENT ON JOB NO.

UNITS

HRS. WORKING

2C SUBCONTRACTOR,

NO. EMPLOYEES BY JOB CATEGORIES Hours EQUIPMENT ON JOB NO.

UNITS

2D SUBCONTRACTOR,

UNITS

2E SUBCONTRACTOR,

UNITS

YES NO COMMENTS

October 2012 NER NPS FORM - 6273

SOV DOCUMENT 006273

SCHEDULE OF VALUES FORM

This is a National Park Northeast Region form.

See Instructions on page 2.

Project: PMIS No:

Park: Solicitation No:

Contractor: Trade:

CAP No.:

Date:

Page::

SPEC

SECTION

DESCRIPTION BID UM QTY Labor Material SCHEDULED

VALUE

October 2012 NER NPS FORM - 6273

SOV

GENERAL INSTRUCTIONS

1. Complete all items on the opposite side of this Document.

2. Deliver document clearly typed or written to the Government with a return e-mail address, in order for the Government to communicate if required.

3. Should additional space be required, copy first page. Utilize as many copies as appropriate to Project

COLUMN BY COLUMN INSTRUCTIONS for SCHEDULE OF VALUES (SOV)

1. Complete the project information section.

2. Enter the required information in the following cells:

a. Spec Section - Select relevant specification section per the Project Manual.

b. Description - Maximum of 27 characters, use standard abbreviations. Do not use punctuation such as periods, appostrophies or quotations. (feet =

FT, inches = IN) (example: 3/4 IN copper DHW)

c. BID - Insert "B" for a base bid item, "G" for a general requirement item, or "O" for an optional item. Must be CAPS.

d. UM (Unit Measure) - Select relevant unit from UM list (UM Codes) Must be CAPS.

e. Quantity - Whole number, no decimals (do not use truncation to hide decimal portion of value. Round value to nearest dollar.)

f. Labor - Whole number, no decimals (do not use truncation to hide decimal portion of value. Round value to nearest dollar.)

g. Material - Whole number, no decimals (do not use truncation to hide decimal portion of value. Round value to nearest dollar.)

h. Scheduled Value- Enter total Government cost.

3. As necessary copy first page / spreadsheet as many times as required to provide Government with Project information.

4. Utilize Unit of Measure Legend below as appropriate to material.

5. Properly completed Schedule of Values (SOV) spreadsheet will facilitate Government processing of Certified Application for Payment (CAP) and issuance of benefits as applicable to Contract. Attach completed form to CAP.

Unit of Measure Legend - Imperial Units Line No. UM UM Description Line

No. UM UM Description Line No. UM UM Description

1 AC Acres 11 HR Hour 21 MO Months 2 BF Board Feet 12 IN Inches 22 NT Not to Exceed 3 CF Cubic Feet 13 LB Pounds 23 PC Pieces 4 CI Cubic Inches 14 LF Linear Feet 24 SF Square Feet 5 CS Hundred Square Feet 15 LS Lump Sum 25 SI Square Inch 6 CY Cubic Yard 16 LY Linear Yard 26 SQ Square 7 EA Each 17 MB Thousand Board Feet 27 SY Square Yard 8 FC Hundred Feet 18 MF Thousand Feet 28 TN Tons 9 FT Feet 19 MH Man Hour 29 WK Weeks

10 GA Gallons 20 MI Miles 30 YD Yards

October 2012 NER NPS FORM - 6313

RFI

DOCUMENT 006313

REQUEST FOR INFORMATION

This is a Northeast Region form.

See Instructions on page 2.

PROJECT: RFI No.:

Park: From:

e-mail:

To: Date:

e-mail:

RE: Project No.:

Specification Div. & Sec: Part, Article, Paragraph: Drawing Reference: Detail &

Drawing No.:

REQUEST:

Response Requested by Date:

Signed by: Date:

GOVERNMENT RESPONSE:

Response From: (Select all that apply.)

Contracting Officer

Contract Specialist

Contracting Officer’s Representative

Park NER NPS Arch/Eng

A/E Date Rec’d:

Date Ret’d:

Signed by: Date:

Response Copies to other Parties: (Select other parties of the Project sent a copy, other than Requestor / Contractor.)

Contracting Officer

Contract Specialist

Contracting Officer’s Representative

Park NER - NPS Arch / Eng A/E Other

File

PRIORITY : (Explanation by Requestor as to claim of Priority.)

GENERAL INFORMATION

This Document is a form utilized in the Northeast Region of the National Park Service for Construction Contracts. Use of this Document in other NPS regions, or with Denver Service Center, will require permission.

This Document shall be executed should an entity have a question about the Project after Notice of Award.

INSTRUCTIONS

1. Please complete items one through twelve on the opposite side of this document.

2. Deliver document clearly typed or written to the Government with a return e-mail address, in order for the Government to respond in a timely manner.

October 2012 NER NPS FORM - 6411

ECL DOCUMENT 006411

EMERGENCY CONTACT LIST

This is a National Park Service Northeast Region form.

See Instructions on page 2 before completing.

PROJECT: ECL No.

From:

Park:

e-mail:

To: Date:

Contract No.:

Per the requirements of the Contract, below is a list of emergency contact numbers for those entities involved in the execution of the Project.

_____ NO CHANGES TO ECL since last submission _____ ECL HAS BEEN UPDATED with new contact information

Line No.

Contractor / Sub / Agency

Firm Name Name and Address of Contact Land Line Cellular Line:

INSTRUCTIONS

PURPOSE: This form is designed to provide the National Park Service with the names, addresses and telephone numbers of key persons of the Contract, who are to be contacted in emergencies to cope with civil disturbances, fires, utility failures, and other types of emergency conditions.

PREPARATION: In cases where ECL is lengthy, consider preparing more than one list (i.e., a list for fire, police, FBI, U.S.

Attorney, U.S. Marshall, Bomb Squad, a list of numbers for Field or Regional Office Personnel, etc.). List to be updated periodically as required. Check box in Item 1 when applicable on date of preparation.

DISTRIBUTION. This form is designed to be kept at the Project Site; however it should be beneficial for key persons such as Building Managers to have an individual copy of the form. The offices which receive listings and the distribution should be made according to requirements of the Contract.

AF Form 66, SEP 86 Page 1 of 3

ITEM DESCRIPTION

FORM 006611 SUBMITTAL LOG

PAINT WINDOWS AND TRIM OF

SPRINGFIELD ARMORY/VISITOR CENTER

Date Returned StatusDate

Submitted REFERENCESUBMITTAL

AF Form 66, SEP 86 Page 2 of 3

FORM 006611 SUBMITTAL LOG

PAINT WINDOWS AND TRIM OF

SPRINGFIELD ARMORY/VISITOR CENTER

Date Returned StatusDate

Submitted REFERENCESUBMITTAL

AF Form 66, SEP 86 Page 3 of 3

FORM 006611 SUBMITTAL LOG

PAINT WINDOWS AND TRIM OF

SPRINGFIELD ARMORY/VISITOR CENTER

Date Returned StatusDate

Submitted REFERENCESUBMITTAL

MAY 2016 SUMMARY OF WORK 011111- 1

NATIONAL HISTORIC SITE

SECTION 011111

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the following, for the Project, entitled PAINT WINDOWS AND TRIM OF SPRINGFIELD ARMORY/VISITOR CENTER located at SPRINGFIELD ARMORY

NATIONAL HISTORIC SITE:

1. Summary

2. Project Information,

a. Project

b. Owner

c. Project Manual Format,

d. Project Information Transmitting.

3. Related Documents.

4. Project Documents,

5. System of Measurement.

6. Site Examination.

7. Project Environmental Goals.

8. Archeological Findings

9. Project Requirements.

10. Field Verification.

11. Construction Materials.

12. Project Standards.

13. Work Included in Contract Documents.

14. Work by Government.

15. Hazardous Material.

16. Sit Access and Utilization.

17. Coordination with Government.

18. Work Restrictions.

19. Permits.

1.2 PROJECT INFORMATION

A. Project: PAINT WINDOWS AND TRIM OF SPRINGFIELD

ARMORY/VISITOR CENTER

PMIS Number[s]: 172882

Park Alpha Code: SPAR

Park / Project Location: SPRINGFIELD ARMORY NATIONAL HISTORIC SITE

MAY 2016 SUMMARY OF WORK 011111- 2

NATIONAL HISTORIC SITE

Springfield, MA 01105

1. See vicinity map on Drawings.

B. Owner: United States of America, Department of the Interior, National Park Service. From now referred to as ‘Government’.

1. Person representing and possessing Contract authority for Government is the Contracting Officer: Government will provide notification who the representative is at the Pre-construction Conference.

2. Person representing Government on-site is the Contracting Officer’s Representative:

Government will provide notification who the representative is at the Pre-construction Conference.

3. National Park Service Architect is: Government will notify who the representative is at the Pre-construction Conference.

4. Specific lines of authority will be issued at the Preconstruction Conference.

C. Project Manual Format:

1. Project Manual is arranged in Construction Specification Institute (CSI) Master Format, 2004, updated April 2012.

a. Manual contains custom Documents, Forms, and Specifications created by Northeast Region, National Park Service. Utilize to execute Project efficiently in order to deliver Best Value to United States of America.

b. Efforts have been put forth to synchronize this Project Manual to closely match and function similarly to technical specifications / project manuals found in commercial construction market, used by experienced construction professionals.

2. Hyperlinks are in Project Manual, linking to Government and professional association / industry websites, in order to clarify intent, set minimum standards, and/or access information for Project, solely for convenience of Project Manual user.

a. Hyperlinks will be in blue font and underlined.

b. Hyperlink may be either a customized hyperlink with display text only, or a traditional world-wide-web address beginning with ‘www’.

3. Sections and Documents are cited utilizing all capitals for title / name.

4. References, such as books, codes, regulations, professional standards, and similar, possess italicized title. Many of which will be hyperlinks as well.

5. Contact Government for clarifications.

6. Specification Content: Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. Conventions are as follows:

MAY 2016 SUMMARY OF WORK 011111- 3

NATIONAL HISTORIC SITE

a. Specification requirements are activities of the Project performed by Contractor unless specifically stated otherwise.

b. Streamlined language is generally used.

c. Where a colon (:) appears in a sentence, phrase or listing, pending context, the implied meaning is ‘Contractor shall’, ‘shall’, ‘shall be’, ‘shall comply with’, or similar intent throughout the Specifications.

7. Division 00 - Procurement and Contracting Requirements: Division affords information to execute the Project, including organizational means and methods and defines skill requirements for working with Cultural Resources.

8. Division 01 - General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

9. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

a. Terminology: Materials and products are identified by generic terms used in individual Specifications Sections.

b. Abbreviations: Drawing notes will include abbreviations. Those utilized are common standards of the industry.

10. Contact Government for clarifications.

D. Project Information Transmitting:

1. Transmit Project submittals and information, including that applied for with a Request for Information (RFI) or a Pre-Offer Inquiry (POI) by e-mail in appropriate, standard government format per type of document being transmitted.

a. Intent of the United States Government is to limit the number of printed reports and documents to only those determined by the National Park Service as ‘essential’.

b. Government will notify when original documents are required.

1.3 RELATED DOCUMENTS

A. All Project Documents and Modifications made part of Contract by inclusion or reference, and apply to this Section.

B. Documents related to this Section include, but are not limited to, following:

1. Division 00, with attention directed to:

a. Document 004504.01 - RESTORATION SPECIALIST QUALIFICATIONS

MAY 2016 SUMMARY OF WORK 011111- 4

NATIONAL HISTORIC SITE

b. Document 006000 – NER NPS PROJECT FORMS.

2. Division 01, all Sections of General Requirements, with attention directed to:

a. Section 012700 - DEFINITION OF CONTRACT LINE ITEMS.

3. Divisions 02 through 49, all Material Specifications of Project Manual appropriate to Project.

4. Project Drawings and APPENDIX A.

1.4 PROJECT DOCUMENTS

A. Discrepancy concerning the figures, Drawings, and Technical Specifications shall be promptly submitted to Government, who will issue a determination in writing.

1. Adjustment without determination will be at no cost to Government.

1.5 SYSTEM OF MEASUREMENT

A. It has been determined by Government that use of metric measurements and units is impracticable for Project and may cause inefficiencies. Imperial measurements, also known as inch-pound units, will be cited and utilized throughout Project for construction activities of layout and physical execution of construction.

1. Determination is based upon the Historic Structure, as was originally conceived and constructed utilizing imperial measurements.

2. Government recognizes and acknowledges that certain tests, from time to time, are conducted and expressed in metric measurements. Execute per the industry accepted, professional standard.

a. Metric measurements shall be hard measurements, such as g/L (Grams per liter to measure VOCs (Volatile Organic Compounds).

1.6 SITE EXAMINATION

A. A Pre-Bid Meeting will be held at the Springfield Armory. At meeting site examination will be allowed.

1.7 PROJECT ENVIRONMENTAL GOALS

A. Project shall be in agreement with Springfield Armory National Historic Site General Management Plan.

1. Use minimum amount of energy, water, and materials feasible to meet Project intent.

MAY 2016 SUMMARY OF WORK 011111- 5

NATIONAL HISTORIC SITE

a. Select energy and water efficient equipment and strategies to execute.

2. Include environmentally preferable products in Project.

3. Use renewable energy and material resources.

4. Manage Site and storage of materials to ensure no negative-impact on indoor environmental quality and reduce outdoor environmental impact.

5. Preserve the Site ecosystem and biodiversity.

a. Avoid site degradation and erosion.

b. Minimize off-site environmental impact.

6. Reduce construction waste through reuse, recycling, and supplier take-back.

7. Optimize operational performance in order to ensure energy efficiency.

a. Equipment shall operate as intended.

8. Consider the durability, maintainability, and flexibility of building systems.

1.8 ARCHEOLOGICAL FINDINGS

A. There may be archeological remains in the Work area.

1. Artifacts, petroglyphs, structural features, domestic and /or archeological objects of nature, historic or prehistoric, above or sub-surface, tools or items found in or around the construction area, such as within structure cavities, or otherwise on the premises, are property of Government.

2. Should operations uncover, reveal or find any archeological items:

a. Suspend operations at the area of discovery.

b. Do not disturb item(s). Leave in place.

c. Notify Government immediately of findings.

d. Continue operations at other areas of Project.

e. Do not resume Work in area until authorized by Government.

1.9 PROJECT REQUIREMENTS

A. Maintain portions of existing building affected by construction operations in a weather-tight condition throughout construction period.

B. Distribute entire set of Project Documents, including Drawings and Technical Specifications, but not limited to, to all entities involved with Project.

C. Furnish first-class mechanics and labor that possess the knowledge and skills to execute measures and precautions to protect elements of historic significance, structural and decorative, not scheduled to receive Work.

1. Execute Work using historic materials, or similar materials, and required skills as appropriate and specified by Project Documents, and as directed by Government.

2. Work to be in compliance with the Secretary’s Standards.

MAY 2016 SUMMARY OF WORK 011111- 6

NATIONAL HISTORIC SITE

D. Inspect, survey, document and submit all pre-construction conditions prior to mobilization to Government.

1. Documentation to include preconstruction photographs.

a. Log and notate existing conditions as appropriate.

E. Develop an appropriate, project specific Work sequence to execute Project, for cost considerations and facilitating Project implementation while minimizing or eliminating negative impacts.

1. Collaborate with Government to identify, resolve, and coordinate Work sequence issues important to Project.

1.10 FIELD VERIFICATION

A. After Notice of Award, verify all new and existing conditions prior to execution of Work and ordering of products.

B. Before Work commences, arrange with Government a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

C. Forward discrepancies to Government in writing for clarification.

1. Do so prior to the commencement of Work.

2. Work performed prior to clarification, which may require correction, disassembly and reinstallation of incorrect Work in place, or replacement, but not limited to, shall be corrected at no additional costs to Contract / Government.

a. No time extension shall be granted or incorporated into Project Schedule.

1.11 CONSTRUCTION MATERIALS

A. Furnish and install products cited in Specifications and Drawings.

1. Materials shall be new and /or salvaged historic items approved by Government for incorporation into Work.

2. New materials shall be from outside of Park, unless otherwise specified.

B. Salvaged Materials:

1. Government will designate materials items to be salvaged.

2. Materials and items removed from structure remain property of the Government, as specified here and in other Sections.

3. Itemize, store and protect salvage materials and equipment until disposition by

Government.

MAY 2016 SUMMARY OF WORK 011111- 7

NATIONAL HISTORIC SITE

1.12 PROJECT STANDARDS

A. Execute and complete Work of Project as depicted by Contract and Project Documents, and as affected by job conditions, and the implied intent of the Project as a whole to ensure the life safety, health and well-being of all end users, while preserving the historic fabric of subject structure and its components.

B. Comply with:

1. Building Codes:

a. International Building Code (IBC) 2012, with State of Massachusetts amendments for construction of the Project, including:

1) International Existing Building Code (IEBC), 2012.

2. William-Steiger Occupational Safety and Health Act (OSHA) of 1970, as amended, and modified to date.

3. Health and safety regulations and requirements, as applicable, of all other authorities having jurisdiction.

4. State labor laws and regulations.

1.13 WORK INCLUDED IN CONTRACT DOCUMENTS

A. Work will be constructed under a single prime contract.

B. Work of Project / Contract consists of construction and related services indicated on Project Drawings and described in Technical Specifications. Refer to Drawings for building and Site data and additional general information concerning Work.

C. Work of Project includes, but is not limited to, exterior painting of windows and trim at the Springfield Armory/Visitor Center. The work shall be performed as indicated on the drawings, as specified herein and as required by field conditions and all applicable codes and regulations.

The work includes, but may not be limited to, the following:

1. BASE: EXTERIOR WINDOW PAINTING AND REPAIR - PARTIAL FIRST

FLOOR LEVEL (THIRTY (30) WINDOW UNITS, PLUS ONE (1) PAIR OF

WOOD DOORS)

a. Section 024119 Selective Demolition: Removal of all existing perimeter sealant components, all exterior paint and failed glazing putties. Additional removal of deteriorated wood material including, but not limited to sash, frame, brick mold, and sill elements. All work and access for work, except for removal of designated sashes and window units is to be performed on the exterior face of the window units. Refer to Section 024119 for specific removal quantities.

http://publicecodes.cyberregs.com/icod/ibc/2012/index.htm?bu=IC-P-2012-000001&bu2=IC-P-2012-000019 http://publicecodes.cyberregs.com/icod/iebc/IC-P-2012-000006.htm?bu2=IC-P-2012-000019

MAY 2016 SUMMARY OF WORK 011111- 8

NATIONAL HISTORIC SITE

b. Section 080152 Wood Window Conservation: Installation of new exterior perimeter sealant joints at windows and designated pair of wood doors. Installation of new glazing putties where indicated. Repair of deteriorated exterior wood components, including, but not limited to sash, window unit, frame, trim, brick molds, and sill. Replacement of wood sills designated beyond repair. Repair, or replacement of broken glass lites, and cleaning of all glass lites. Restoration or replacement of designated deteriorated window sashes. Refer to Section 080152 for specific repair quantities.

c. Section 09900 Painting and Coating:

1) Preparation and painting of exterior window components including, but not limited to sash, frame, trim, brick mold, and sill elements.

2) Preparation and painting of one designated pair of wood doors and frames.

2. OPTION A: EXTERIOR WINDOW PAINTING AND REPAIR - BASEMENT

LEVEL (39 WINDOW UNITS) AND PARTIAL FIRST FLOOR LEVEL (10

WINDOW UNITS)

a. Section 024119 Selective Demolition: Removal of all existing perimeter sealant components, all exterior paint and failed glazing putties. Additional removal of deteriorated wood material including, but not limited to sash, frame, brick mold, and sill elements. All work and access for work, except for removal of designated sashes is to be performed on the exterior face of the window units. Refer to Section 024119 for specific removal quantities.

perimeter sealant joints at windows. Installation of new glazing putties where indicated. Repair of deteriorated exterior wood components, including, but not limited to sash, frame, trim, brick molds, and sill. Replacement of wood sills designated beyond repair. Repair, or replacement of broken glass lites, and cleaning of all glass lites. Restoration or replacement of designated deteriorated window sashes. Rehabilitation of complete window units including sash. Refer to Section 080152 for specific repair quantities.

2) Preparation and painting of metal grates.

3. OPTION B: EXTERIOR WINDOW PAINTING AND REPAIR - THIRD FLOOR

LEVEL (43 WINDOW UNITS INCLUDING ONE ROUND WINDOW AT CLOCK

TOWER, #301-342, 401 CLOCK TOWER)

a. Section 024119 Selective Demolition: Removal of all existing perimeter sealant components, all exterior paint and failed glazing putties. Additional removal of

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deteriorated wood material including, but not limited to sash, frame, brick mold, and sill elements. All work and access for work, except for removal of designated indicated. Repair of deteriorated exterior wood components, including, but not limited to sash, frame, trim, brick molds, and sill. Replacement of wood sills designated beyond repair. Repair, or replacement of broken glass lites, and cleaning of all glass lites. Restoration or replacement of designated deteriorated window sashes. Refer to Section 080152 for specific repair quantities.

4. OPTION C: EXTERIOR WINDOW PAINTING AND REPAIR, SECOND FLOOR

LEVEL (42 WINDOW UNITS, #201-242)

a. Section 024119 Selective Demolition: Removal of all existing perimeter sealant components, all exterior paint and failed glazing putties. Additional removal of deteriorated wood material including, but not limited to sash, frame, brick mold, and sill elements. All work and access for work, except for removal of designated indicated. Repair of deteriorated exterior wood components, including, but not limited to sash, frame, trim, brick molds, and sill. Replacement of wood sills designated beyond repair. Repair, or replacement of broken glass lites, and cleaning of all glass lites. Restoration or replacement of designated deteriorated window sashes. Refer to Section 080152 for specific repair quantities.

1.14 WORK BY GOVERNMENT

A. No Work shall be performed by the Government in conjunction with this Contract.

1.15 HAZARDOUS MATERIAL

A. Existing painted surfaces may contain lead, and existing caulking materials may contain asbestos or PCB’s, and their removal, transport, and disposal is strictly regulated by numerous

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federal, state, and local authorities. The Contractor shall become thoroughly acquainted with all applicable federal, state, and local regulations governing removal, transport, and disposal of these materials; and shall be responsible for conducting all work procedures in accordance with applicable regulations.

B. See Appendix A to the Contract Documents concerning results of testing of bulk samples collected at the site.

1.16 SITE ACCESS AND UTILIZATION

A. General: Contractor shall have limited use of Site for construction operations as indicated on Drawings as Work limits and as depicted by requirements described in this Section.

1. Springfield Armory is open to the public each calendar year from Memorial Day weekend until October 31, seven (7) days a week, and from November 1 until Memorial Day Wednesday through Sunday.

2. The Government will require full occupancy and use of the Springfield Armory/Visitor Center seven (7) days a week throughout the construction period of performance.

1.17 ACCESS:

A. Scaffolding: Furnish, erect and maintain all necessary scaffolding and/or other means of access after securing approval of location and configuration by the Contracting Officer. Where scaffolding is erected, provide catch platforms and screen privacy netting along the entire length of the scaffolding. Provide access via stairs to all levels of scaffolding provided. Provide full access to all areas of work for inspection by the Contracting Officer and other Government representatives.

1. Staging shall be erected and removed by experienced personnel and shall meet all local and state codes. Provide covered access to all entrance doors. Secure staging and scaffolding at ground level at the end of the work day to eliminate access.

2. Contractor will be responsible for providing ground protection at all areas where lifts are utilized and overhead protection above all entrances. Refer to Specifications and Drawings for additional information on site protection.

3. Provide shop drawings indicating scaffolding locations, dimensions, details and attachment to building.

4. See ‘Work Restrictions’ below.

B. Use of Site:

1. Limit use of Project site to work in areas within Construction Limits of Disturbance indicated.

2. Do not disturb portions of Site beyond areas in which Work is indicated.

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C. Construction Limits of Disturbance (LOD):

a. Limit site disturbance, to the following general areas, unless otherwise specified in Contract to 40 feet (12.2 meters) beyond building perimeter.

b. Ten feet (three meters) beyond surface walkways, patios, surface parking, and utilities less than 12 inches (300 millimeters) in diameter.

c. 15 feet (four and one-half meters) beyond primary roadway curbs and main utility branch trenches;

d. 25 feet (seven and six tenths meters) beyond constructed areas with permeable surfaces, such as pervious paving areas, stormwater facilities, and fields, that require additional staging areas to limit compaction of soils.

D. Vehicular and Pedestrian Access and Egress:

1. Keep driveways, parking lots, loading areas, corridors, and entrances serving premises clear and available to Government, Government employees, and first responders, for access and egress, emergency or otherwise, on foot and in vehicles, at all times.

a. Do not use areas for parking, staging, or storage of materials, unless authorized by Government.

b. Schedule deliveries to minimize use of driveways and entrances by construction operations.

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

d. Deliveries shall utilize specified route as defined by Government.

E. Existing Building Conditions:

1. Maintain portions of existing building affected by construction operations in a weather-tight condition throughout construction period.

2. Repair damage caused by construction operations.

F. Storage of Products:

1. Confine storage to immediate Site as directed by Government.

2. Contractor is allowed a storage container on-site at a location agreeable to Government, and for efficient operations.

1.18 COORDINATION WITH GOVERNMENT

A. Government Occupancy:

1. Government and Visitors will use the premises at all times during construction period, with exception of areas under construction.

a. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage.

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1) Perform the Work so as not to interfere with Government operations.

2) Maintain existing exits unless otherwise indicated.

b. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.

c. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Government.

d. Provide not less than 72 hours' notice to Government of activities that will affect Government's operations.

e. Additional detail will be issued at Pre-Bid Meeting and/or Preconstruction Conference.

B. Conduct all operations and procedures in manners to ensure the safety for all and minimize inconveniences.

1. Methods shall be compliant with OSHA and other applicable regulations, including State and local bodies, having jurisdiction.

2. Deliver to Government:

a. Schedule for safety meetings.

b. Project specific emergency response plan.

c. Project specific accident prevention plan.

d. Possess first aid equipment on site, and other areas as required.

e. Necessary safety equipment on site to perform the construction activities as required by regulation.

1.19 WORK RESTRICTIONS

A. General:

1. Comply with restrictions issued by authorities having jurisdiction of construction operations.

B. Park Rules and Regulations:

1. Obey all Park Rules and Regulations, as well as those enumerated in 36 CFR, Title 36, Volume 1, Chapter 1 - Parks, Forests, and Public Property.

C. Official Ceremonies:

1. Provide for Work stoppage as required for official ceremonies at Park and/or facility.

a. Obtain from Government schedule of ceremonies.

b. A total of four Work days will be allowed for this requirement.

c. Reflect time on project construction schedule.

D. Occupancy:

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1. Government and Visitors will occupy the premises, and make use of adjacent and public spaces, grounds, and areas during Project execution, as cited above.

a. Perform Project daily planning, meetings, toolbox and general, and housekeeping activities only during Work hours of 7 AM to 4 PM Monday through Friday and Government pre-authorized Work days.

1) Hours cited above are not Work execution hours.

b. Do not execute operations during:

1) Federal holidays, unless otherwise agreed to in advance by Park.

2) Weekends, unless otherwise authorized by Park.

3) Official ceremonies.

Note that a schedule of the above days will be provided by the Government at the preconstruction meeting.

E. Construction Limits of Disturbance (LOD):

1. Limit site disturbance, to the following general parameters, unless otherwise specified in Contract / Project Documents:

a. Ten feet beyond surface walkways, patios and surface parking.

b. 25 feet beyond constructed areas with permeable surfaces, such as pervious paving areas, storm water facilities, and fields that require additional staging areas to limit compaction of soils.

F. On-Site Work Execution Hours:

1. Limit Work on Park grounds in existing structure to normal Park hours of 7 a.m. to 4 p.m., Monday through Friday, unless otherwise authorized by Park.

a. Weekend Hours: Do not perform Work, unless authorized by Government.

1) Request authorization five business days in advance, minimum, in writing.

b. Holiday Hours: Do not perform Work, unless authorized by Government.

1) Request authorization five business days in advance, minimum, in writing.

G. Haul Restrictions:

1. Park requires a certain access route to Site.

a. Route to be announced at Pre-Bid Conference and Site Examination.

2. Comply with USDOT, State DOT and local way legal load restrictions and other laws, including method of transport, but not limited to, for transport of materials and products.

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a. Obtain overweight and/or wide load permits when required.

b. Possession of a Permit shall not be relief of liability for damage which results from construction operations, including street, bridges and sidewalks, but not limited to.

H. Contractor’s commercial vehicles, including material and product delivery vehicles:

1. Are allowed on-site only through coordination with Government.

a. All vehicles shall be equipped with fire extinguishing equipment and first aid as required by U.S. D.O.T. and State D.O.T., including those that deliver goods and materials.

I. Existing Utility Interruptions:

1. Do not interrupt utilities serving facilities occupied by Government or others unless permitted by Government and those authorities having jurisdiction, and then only after providing temporary utilities per requirements indicated.

a. Two hours is the maximum time allowed for planned utility disruptions unless otherwise approved by Government in writing.

b. An interruption beyond four hours shall require temporary services.

2. Notify Government not less than four days in advance of proposed utility interruptions.

3. Obtain Government written permission before proceeding.

4. Cite periods on construction schedule.

5. Locate and prevent damage to known utilities.

a. If any damage occurs, take relative action and repair utility at no additional expense to Government.

b. Repairs shall commence immediately and carried out expeditiously and in professional manner pursuant to and compliant with all federal, state and local codes and regulations as applicable.

c. No additional time shall be added to Contract for repairs from damages to utilities.

d. If damage occurs to an unknown utility, repair and reconnect utility immediately.

1) An equitable adjustment shall be made in accordance with the Changes clause of the Contract.

2) Repairs shall be executed as cited above.

J. Noise, Vibration, and Odors:

1. Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Government occupancy with Government and neighboring parties.

2. Notify Government not less than four days in advance of proposed disruptive activities.

3. Obtain Government written permission before proceeding.

K. Nonsmoking Building:

1. Smoking is not permitted inside or upon historic structure or within 25 feet of entrances, operable windows, or outdoor-air intakes.

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2. No litter from smoking shall be present on, near or adjacent to the Site.

3. Areas were smoking is allowed shall be at a location directed and approved by

Government.

L. Controlled Substances:

1. Use of controlled substances within the existing building is not permitted.

M. Park Security:

1. Special security requirements for the Project will be announced at the Pre-Bid and Pre- Construction meetings.

1.20 PERMITS

A. Obtain permits from authorities having jurisdiction, at Federal, State and municipal levels, in order to execute Work. Permits required for Project include:

1. Hot Work Permit, from Park

2. Hazardous material handling, testing, removal and disposal, where applicable

PART 2 - PRODUCTS

2.1 SALIENT CHARACTERISTICS AND PROPERTIES OF PRODUCTS

A. Where an item, equipment or material, is designated by reference of a particular brand-name, manufacturer or trade name, in the Drawings or Specifications, it is understood by all entities participating in Project that citing is to establish minimum acceptable standard of quality and performance allowed by the Government and it is not intended to preclude manufacturers of similar products that possess the same or better salient characteristics and properties of the product(s) cited.

Where a product is submitted based upon salient characteristics and properties, it is required to demonstrate to Government that the proposed product intended to be incorporated in the Work matches or exceeds the quality and durability of product referenced.

1. Product must receive approval from the Government prior to incorporation into Work of Project.

PART 3 - EXECUTION

3.1 NOTICE TO PROCEED

A. Mobilization, preparation, and construction activities may not commence without written receipt of Notice to Proceed from the Government.

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SECTION 012700 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general, what is and what is not included in a contract line item, and the limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of the work, include the costs in a related item.

1.2 CONTRACT LINE ITEM NO. 1: BASE - EXTERIOR WINDOW PAINTING AND REPAIR,

PARTIAL FIRST FLOOR LEVEL (30 WINDOW UNITS AND ONE PAIR OF WOOD

DOORS)

A. Provide all labor, material, tools, supervision, equipment, supplies, services, and cost to accomplish all work described on the Contract construction drawings and specifications, and as required for a complete and proper window painting and repair designated first floor windows and one pair of wood doors.

B. This item consists of the removal and replacement of existing exterior sealants, paint finishes and failed glazing putties, repair/replacement of broken glass lites, and repair/replacement of designated deteriorated wood components.

C. A description of Work is provided under Section 011111 - Summary of Work and under each applicable technical specification Section.

D. Work related to carpentry unit price repair and replacements is described under Contract Line Item Nos. 2 through 8.

E. No separate measurement of quantities shall be made. Payment will be made at the Contract Lump Sum price.

1.3 CONTRACT LINE ITEM NO. 2: BASE – WOOD SILL REPLACEMENT

A. This work of this item consists of all labor, material, tools, supervision, equipment, supplies, services, and cost associated with the replacement of an estimated quantity of deteriorated wood sill units at First Floor windows in accordance with Section 080152 – Wood Window Preservation.

B. This item consists of the removal of existing wood sills and the fabrication and installation of replacement wood sills at first floor window units.

C. A description of Work is provided under Section 011111 - Summary of Work and under each applicable technical specification Section.

MAY 2016 DEFINITION OF CONTRACT LINE ITEMS 012700 - 2

D. Measurement shall be made for each full window sill installed in place (full length x width x depth matching existing sill). Payment will be made at the Contract unit price of each wood sill installed in place.

1.4 CONTRACT LINE ITEM NO. 3: BASE – WOOD SILL EPOXY REPAIR

A. This work of this item consists of all labor, material, tools, supervision, equipment, supplies, services, and cost associated with the epoxy repair of an estimated quantity of deteriorated wood sill components at First Floor windows in accordance with Section 080152 – Wood Window Preservation.

B. A description of Work is provided under Section 011111 - Summary of Work and under each applicable technical specification Section.

C. Measurement shall be made for each full window sill repaired in place (full length x width x depth of existing sill). Payment will be made at the Contract unit price of each wood sill repaired in place.

1.5 CONTRACT LINE ITEM NO. 4: BASE – WOOD EPOXY REPAIR

A. This work of this item consists of all labor, material, tools, supervision, equipment, supplies, services, and cost associated with the epoxy repair of an estimated quantity of deteriorated exterior wood window components in place at First Floor windows in accordance with Section 080152 – Wood Window Preservation.

B. A description of Work is provided under Section 011111 - Summary of Work and under each applicable technical specification Section.

C. Repair of minor checking, splits and defects at the exterior of word window units including sash, frame and trim is included under the scope of work of the Contract BASE.

D. Measurement shall be made for each completed and installed epoxy repair location (4 inches by 4 inches x 1 inches in depth maximum repair volume at each location). Payment will be made at the Contract unit price of each epoxy repair installed in place.

1.6 CONTRACT LINE ITEM NO. 5: BASE – WOOD DUTCHMAN REPAIR

A. This work of this item consists of all labor, material, tools, supervision, equipment, supplies, services, and cost associated with the dutchman repair in-place of an estimated quantity of deteriorated exterior wood components at First Floor windows in accordance with Section 080152 – Wood Window Preservation.

B. A description of Work is provided under Section 011111 - Summary of Work and under each applicable technical specification Section.

C. Measurement shall be made by the quantity of wood cut-out repairs (dutchman) (maximum 4 inches length by 4 inches width x 1” depth) installed in place. Payment will be made at the Contract unit price for each dutchman repair installed in place.

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1.7 CONTRACT LINE ITEM NO. 6: BASE – BRICK MOLD REPLACEMENT

A. This work of this item consists of all labor, material, tools, supervision, equipment, supplies, services, and cost associated with replacement of an estimated quantity of brick mold (wood molding)…