ACAD_201824_Specifications_(2).pdf

Rehabilitate Exterior Masonry on Historic Rockefeller Building

PMIS: 201824

DECEMBER 2014

PROJECT MANUAL-SPECIFICATIONS

United States Department of the Interior National Park Service – Northeast Region

Construction & Facility Management Directorate Architectural Preservation, Engineering & Maintenance

Schoodic Institute 9 Atterbury Circle, Winter Harbor

Maine 04693

ACAD

Acadia National Park

Bar Harbor, Maine 04609

Acadia National Park Rehabilitate Exterior Masonry on Historic Rockefeller Building

PMIS: 201824

Title Page Inside Cover Page 2 of 2 Total

PMIS: 201824

DOCUMENT 000110 – TABLE OF CONTENTS

The complete Project Manual for the National Park Service Project consists of this entire electronically bound volume, which is not to be separated for any reason. The United States of America 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:

REHABILITATE EXTERIOR MASONRY ON HISTORIC ROCKEFELLER BUILDING

ACADIA NATIONAL PARK

WINTER HARBOR, MAINE

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. Other Division Numbers not listed are not applicable to the Project.

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 National Park Service, Department of the Interior, United States of America.

Pre-offer inquires shall be submitted upon the enclosed form, Document 002313 - PRE-OFFER

INQUIRY.

Division Section Title Pages

DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0110 TABLE OF CONTENTS 6

00 0115 LIST OF DRAWINGS 2

00 2313 PRE-OFFER INQUIRY 2

00 6211 SUBMITTAL TRANSMITTAL FORM 2

00 6251 DIGITAL PHOTO LOG 2

00 6273 SCHEDULE OF VALUES FORM 2

00 6313 REQUEST FOR INFORMATION 2

000110 - TABLE OF CONTENTS - 1/6

PMIS: 201824

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY OF WORK 8

011500 4 012973 2 013000 12 013200 4 013523 4 013543 10 013591 8 014000 8 014200 14 015000 4 015719 6 017329 4 017419 10 017700

DEFINITION OF BID ITEMS

SCHEDULE OF VALUES

ADMINISTRATIVE REQUIREMENTS

PHOTO DOCUMENTATION OF HISTORIC PROJECTS

SAFETY REQUIREMENTS

ENVIRONMENTAL PROCEDURES

HISTORIC PRESERVATION TREATMENT PROCEDURES

QUALITY REQUIREMENTS

REFERENCES

TEMPORARY FACILITIES AND CONTROLS

INDOOR AIR QUALITY MANAGEMENT

CUTTING AND PATCHING

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

CLOSEOUT PROCEDURES 4

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION 6

DIVISION 03 - CONCRETE

030200 CONCRETE RESTORATION 6

DIVISION 04 - MASONRY

040121 MASONRY RESTORATION 10

000110 - TABLE OF CONTENTS - 2/6

PMIS: 201824

DIVISION 05 - METALS

NOT APPLICABLE

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061053 MISCELLANEOUS ROUGH CARPENTRY 4

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

070150 PREPARATION FOR REROOFING 6

073213 CUSTOM CLAY ROOF TILE 6

075323 EPDM ROOFING 10

076200 SHEET METAL FLASHING AND TRIM 12

077200 ROOF ACCESSORIES 4

079200 JOINT SEALANTS 6

DIVISION 08 - OPENINGS

NOT APPLICABLE

DIVISION 09 - FINISHES

099113 PAINTING AND WOOD PRESERVATIVE 6

DIVISION 10 - SPECIALTIES

NOT APPLICABLE

DIVISION 11 - EQUIPMENT

NOT APPLICABLE

DIVISION 12 - FURNISHINGS

NOT APPLICABLE

DIVISION 13 - SPECIAL CONSTRUCTION

NOT APPLICABLE

DIVISION 14 - CONVEYING EQUIPMENT

NOT APPLICABLE

Facility Services Subgroup

DIVISION 21 - FIRE SUPPRESSION

NOT APPLICABLE

DIVISION 22 - PLUMBING

000110 - TABLE OF CONTENTS - 3/6

PMIS: 201824

NOT APPLICABLE

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

NOT APPLICABLE

DIVISION 26 - ELECTRICAL

NOT APPLICABLE

DIVISION 27 - COMMUNICATIONS

NOT APPLICABLE

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

NOT APPLICABLE

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

NOT APPLICABLE

DIVISION 32 - EXTERIOR IMPROVEMENTS

NOT APPLICABLE

DIVISION 33 – UTILITIES

NOT APPLICABLE

DIVISION 34 - TRANSPORTATION

NOT APPLICABLE

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

NOT APPLICABLE

DIVISION 40 – PROCESS INTERGRATION

NOT APPLICABLE

DIVISION 41 – MATERIAL PROCESS HANDLING EQUIPMENT

NOT APPLICABLE

DIVISION 42 – PROCESS HEATING, COOLING AND DRYING EQUIPMENT

NOT APPLICABLE

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING,

NOT APPLICABLE

DIVISION 44 – POLLUTION AND WASTE CONTROL EQUIPMENT

000110 - TABLE OF CONTENTS - 4/6

PMIS: 201824

NOT APPLICABLE

DIVISION 45 – INDUSTRY – SPECIFIC MANUFACTURING EQUIPMENT

NOT APPLICABLE

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT

NOT APPLICABLE

DIVISION 48 – ELECTRICAL POWER GENERATION

NOT APPLICABLE

END OF TABLE OF CONTENTS

000110 - TABLE OF CONTENTS - 5/6

PMIS: 201824

THIS PAGE LEFT BLANK INTENTIONALLY

000110 - TABLE OF CONTENTS - 6/6

Acadia National Park Rehabilitate Exterior Masonry on Historic Rockefeller Building

PMIS: 201824

DOCUMENT 000115 - LIST OF DRAWINGS

ARCHITECTURAL

COVER

G1 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

G2 KEY PLAN

D1 SELECTIVE REMOVALS

D2 SELECTIVE REMOVALS

A1 ROOF PLAN

A2 BUILDING ELEVATIONS

A3 BUILDING ELEVATIONS

A4 ENLARGED PLANS AND ELEVATIONS

A5 ROOF & CHIMNEY DETAILS

A6 DETAILS

A7 DETAILS

A8 DETAILS

A9 DETAILS

END OF DOCUMENT 000115

LIST OF DRAWINGS 000115 - 1/2

Acadia National Park Rehabilitate Exterior Masonry on Historic Rockefeller Building

PMIS: 201824

THIS PAGE

INTENTIONALLY LEFT BLANK

LIST OF DRAWINGS 000115 - 2/2

1. Solicitation / Contract / Project: 6. Firm / Offeror Legal Name:

2. Solicitation / Contract / Project No.: 7. Firm / Offeror Address

3. Park (Full Name) 8. Firm / Offeror Authorized Representative / Contact for Bidding

4. Park Alpha: 5. PMIS NO.: 9. Main Office Phone No.: 10. Auth. Rep Phone No.:

ACAD 201824

Acadia National Park

Solicitation / Contract / Project Information Offeror / Bidder / Contractor Information

Rehabilitate Exterior Masonry on Historic Rockefeller Building

Winter Harbor, Maine

DOCUMENT 002313

PRE-OFFER INQUIRY

This is a Northeast Region Form.

See Instructions on page 2 of this Document.

Please indicate below if inquiry stems from Project Documents:

Specification Div. & Section:

Part, Article, Paragraph: Drawing Reference: Detail:

NOTICE: All Pre-Offer Inquiries for the above Solicitation shall be submitted to the Government no later than:

<INQUIRY DEADLINE DATE>

The Inquiry shall be transmitted to both of the following Government Representatives, via e-mail at:

A) Contracting Officer:

B) Contracting Specialist:

INQUIRY: Please print clearly, if not type.

POI

Submitted / Signed by: Date:

GOVERNMENT RESPONSE:

Response From: (Select responding party generated by.)

Contracting Officer

Contract Specialist

Contracting Officer’s Representative

Park

NER NPS

Arch / Eng

A/E Date REC:

Date RET:

Please note: If more than one POI was delivered to the Government, each question must be copied and answered in order of receipt. All answers and all questions shall then be disbursed to all entities that demonstrated interest in the Project.

Signed by: Date:

Response Copies to Requestor and: (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:

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 intending to submit a Bid or Offeror have questions about the Solicitation / Project prior to the Offer being due. The deadline for a Pre-Offer Inquiry (POI) is that stated upon the first page of this Document or in the Solicitation. Inquiries submitted after said date and time will not be answered by the Government.

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.

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DOCUMENT 006211 - SUBMITTAL TRANSMITTAL FORM

Transmittal No.:

Sheet: 1 of:

Contract No.:

I Contractor:

A

NPS ACTION

Park: PMIS No.:

Date:

Project:

Subcontractor / Supplier:

Specification Section No. Description of Item (Size, Type, Name, Manufacturer, Use, Etc.)

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.

Date: Contractor's Signature / Title:

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

Date: Recommended by / Title:

Date:

Review Comments

Action by / Title:

Date To Contractor: Date Received: Distribution 1 copy each: Con Officer, A/E, NERO, Contr.

THIS PAGE LEFT

INTENTIONALLY BLANK

DPL DOCUMENT 006251

DIGITAL PHOTO LOG

This is a Northeast Region Form.

See Instructions on page 3.

PROJECT: Rehabilitate Exterior Masonry on Historic

DPL No.:

From / Firm:

Park: Acadia National Park

Subject Structure / Landscape:

Date:

Task Order No.:

Project No.: 201824 Solicitation No.:

Contract No.: PMIS No.:

Below is a list photos taken for the Project, cited above, executed by the Contractor(s). The purpose of this DPL is per the requirements of: (Check the appropriate box below, matching the Specification included in the Project Manual.)

____ Section 01 32 33 – PHOTO DOCUMENTATION FOR HISTORIC PROJECTS

Prime Contractor: Subcontractor / Restoration Specialist:

Name / Firm: Name / Firm:

Address Address

Phone Phone e-Mail e-Mail Authorized Representative: Authorized Representative:

This DPL includes Photo Legend _____ on page 2 ______ that is attached, depicting the location taken and direction of view of each photo taken.

This DPL is accompanying the Certified Application for Payment (CAP) number: XXXXXXXXXX

Item / Symbol: File Name: Subject / Location: Date Taken:

(MM/DD/YYYY) Photographer:

A B C D E F G H I J K L M N O P Q R S T U V W X

PHOTO LEGEND

(Insert a diagram, which may be from Project Drawings, a Locus, aerial photo or other descriptive item

CONTRACTOR CERTIFICATION

I, , the undersigned, an Authorized Representative of Contractor, above, executing the duties of the position held, and as required by the Contract for the Project with the National Park Service / United States of America, hereby certify to the best of knowledge the above list of digital photographs is accurate and true, and executed per the Division 01, General Requirements for the Project as cited in the Project Manual.

Further, per the requirements of Section 017700 – CLOSEOUT PROCEDURES, a CD or DVD of all DPLs and digital photographs taken for the Project, each placed in respective files by area and date as appropriate to the Project, shall be submitted to the Contracting Officer with the last Certified Application for Payment (CAP) for the above Project.

Signed: Date:

Copies to: (Select all that apply.)

Contracting Officer

Contract Specialist

Contracting Officer’s Representative

Park

APEM-NPS

Arch / Eng

A/E Date Rec’d:

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:

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:

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.

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.

PMIS: 201824

SECTION 011000 – SUMMARY OF WORK

PART 1 - GERNERAL

1.1 PROJECT INFORMATION

A. Project : Rehabilitate Exterior Masonry on Historic Rockefeller Building Park Alpha Code: ACAD PMIS Number: 201824

United States Department of the Interior, National Park Service Acadia National Park P.O. Box 177, Eagle Lake Road Bar Harbor, Maine 04609-0177

B. Project Location: 9 Atterbury Circle, Winter Harbor, ME 04693. See Vicinity Map on Drawings.

C. Project Information: Any Project Information, including that requested through a Request For Information (RFI) shall be transmitted by e-mail in the appropriate, standard government format per the type of document being transmitted Pending the size of the electronic data file(s), the Government may elect to utilize its FTP site where the receiver must be invited by the Government to access and retrieve the information and the receiver must accept all conditions and regulations relating to such.

1.2 SUMMARY

A. The Project involves the exterior masonry rehabilitation of the Rockefeller Building. Work consists of:

1. Selective Demolition of selected materials to allow completion of work.

2. Masonry Repointing.

3. Flashing and sheet metal work.

4. Selective replacement of historic clay roof tiles.

5. Installation of various metal and masonry sealants.

6. Miscellaneous painting and coatings.

B. The Work of the Project consists of furnishing all materials, labor, equipment and supervision as required for the Project.

C. This Section includes the following:

1. Project Information

2. Summary of Project

3. Definitions

4. Buy American Act

5. Site Examination

6. Field Verification

7. Work covered by the Contract Documents, including this Project Manual and Contract

Drawings, SUMMARY OF WORK 011000 - 1/8

PMIS: 201824

8. Work Phases

9. Work under other contracts

10. Work Restrictions / Use of Premises, including Government and, the public and other party occupancy requirements

11. Historic Nature of Project

12. Archeological Findings

13. Hazardous Materials

1.3 DEFINITIONS

A. The Owner is the United States Government, Department of the Interior, National Park Service.

B. Contracting Officer shall mean the official Government Representative for the Project: The Government's Representative, the Contracting Officer, shall be assigned by the Government and made known to the Contractor by the time of the Preconstruction Meeting.

1. The designation of Contracting Officer (CO) includes:

a. Contracting Officer's Representative (COR).

b. Any other designated person as selected by the Government.

2. Communication will be covered at the Preconstruction Meeting, see Division 01, Section 013100 - Project Management and Coordination.

C. See Division 01, Section 012700 - Definitions of Contract Line Items for the Contract Price Schedule, which is to be submitted with the Bid.

D. Contract Documents include:

1. Drawings, architectural and engineering, produced for the Project. See Table of

Contents.

2. This Project Manual, which contains the Specifications for the Project.

1.4 BUY AMERICAN ACT

A. The Project shall be compliant with the "Buy American Act - Subpart 25.2 Construction Materials". A copy of the Act is available at: https://www.acquisition.gov/far/current/html/Subpart%2025_2.html

1.5 SITE EXAMINATION

A. The Contractor is strongly encouraged to visit and examine the existing conditions of the Project prior to submission of bid in order for the Contractor to better understand the Work, and aid in forming any questions the Contractor may have prior to the submission of bid.

B. Contracting Officer will notify and hold an organized site visit. Exterior of the facility is open for inspection without prior arrangement. No inquiries for additional information directly to facility occupants or facility managers will be honored. Inquiries should be addressed to the contracting Officer.

SUMMARY OF WORK 011000 - 2/8

https://www.acquisition.gov/far/current/html/Subpart%2025_2.html

PMIS: 201824

1.6 FIELD VERIFICATION

A. The Contractor shall verify all existing conditions and new and existing dimensions prior to the commencement of work and/or ordering of products and materials that may affect the Work of this contract. Any and all discrepancies shall be forwarded to the Contracting Officer in writing for clarification prior to the commencement of work. Any work performed prior to said clarification, particularly and including that which may require correction shall be corrected by the Contractor with no additional costs to the Contract and / or Government and no time extension shall be made to the Contract Schedule.

1.7 WORK COVERED BY THE CONTRACT DOCUMENTS

A. The Work of this Contract shall be carried out as indicated on the Drawings, as specified herein and as required by field conditions and applicable regulatory requirements. Bids to be lump sum and include all costs associated with completing the associated work. In general the Work consists of, but may not be limited to, the following:

B. Base Bid

1. Division 1: General Requirements

2. Division 3: Concrete Restoration

3. Division 4: Masonry Restoration

4. Division 5: Metals

5. Division 6: Miscellaneous Rough Carpentry

6. Division 7: Custom Clay Roof Tile

7. Division 7: Sheet Metal Flashing and Trim

8. Division 7: Joint Sealants

C. Bid Options

1. Flat Roofs and Chimneys

2. Steel and Wood Lintels

3. Cypress Sealer

4. Concrete Replacement

D. Project will be constructed under a single prime contract. See Article 1.8 - Work Under Other Contracts below, this Section.

E. Work shall be completed as shown on the Drawings, as specified in the Technical Specifications, which is this Project Manual, and as required by all applicable prevailing codes, including but not limited to the International Building Code, latest edition, and other construction codes, as applicable, referenced therein, as reasonably practicable, as determined by the Government. However preserving the Historic Fabric of the Structure is paramount. See Article 1.12 - Historic Nature of Project, Project Site and Surrounds below, this Section. Job conditions may also determine Work.

SUMMARY OF WORK 011000 - 3/8

PMIS: 201824

F. In the event of a discrepancy between the requirements of the Technical Specifications and/or Drawings and the Federal Acquisition Regulations (FAR), the FAR shall govern. The FAR can be accessed on the internet: https://www.acquisition.gov/far

G. In case of a discrepancy either in the figures in the Drawings or in the Specifications, the matter shall be promptly submitted by Contractor to the Contracting Officer (CO), who shall promptly make a determination in writing. Any adjustment by the Contractor without such a determination shall be at his own risk and expense with no additional time and / or expense to the Government added to the Contract.

1.8 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts.

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

C. Work Under a Single Contract: All work shall be performed under a Single Contract as cited above. No other contracts shall impact the construction activities of this Contract.

1.9 GOVERNMENT FURNISHED PRODUCTS

A. Government-Furnished Products: The following products will be furnished by Government and shall be installed by Contractor as part of the Work:

1. No Materials shall be supplied by the Government for this Contract.

1.10 PROJECT STANDARDS AND APPROACH

A. Any work performed under this contract shall comply with The United States Secretary of the Interior's Standards for the Treatment of Historic Properties, with guidelines for Preserving, Rehabilitating, Restoring and Reconstructing Historic Buildings, available at: http://www.nps.gov/history/hps/tps/standguide

B. It shall be incumbent upon the Contractor to furnish first-class mechanics and materials, take all necessary precautions and execute the Work using historic materials and skills as appropriate and specified herein and as directed by the Contracting Officer (CO) in compliance with said standards.

C. Work shall be completed as depicted by the Drawings and Technical Specifications, as specified herein, and as required by the 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 and preserve the Historic Fabric of the Project components.

SUMMARY OF WORK 011000 - 4/8

https://www.acquisition.gov/far http://www.nps.gov/history/hps/tps/standguide/

PMIS: 201824

1.11 WORK RESTRICTIONS – USE OF PREMISES

A. Contractor's Use of Premises: During construction, Contractor will have limited use of building as indicated. Contractor's use of premises is limited only by Government's right to perform work and lease facilities use, requirements

1. Government and Government employees and public will occupy premises and adjacent areas during construction. Perform construction only during Park normal working operation hours (7:00 AM to 5:00 PM, Monday thru Friday, other than federal holidays), unless otherwise agreed to in advance by Government. Clean up work areas daily, disposal and/or recycling of materials, and return to usable condition of at the end of each work period.

2. Limits: No site or land disturbance shall occur with this project.

3. Driveways, Walkways, and Entrances: Keep driveways, pathways, pedestrian areas, sidewalks, parking garage, parking areas, loading areas, and entrances serving premises clear and available to the Government, Government Employees, the public, park visitors, and emergency vehicles at all times. Do not use these areas for staging, parking of vehicles or equipment, or storage of materials.

4. Storage of materials and products: Confine to immediate worksite as directed by Contracting Officer. Contractor is allowed a storage container on the Project Site at a location mutually agreeable between Contractor and Contracting Officer. See Division 01, Section 015000 - Temporary Facilities and Controls.

5. Preservation of Adjacent Finishes, Contents and Grounds: Throughout the entire duration of the Contract, including all Phases of the Work, confine all operations to the limits shown on the Construction Documents. Prevent damages to adjacent finishes, contents and grounds. Restore all damages, repairing and/or replacing as appropriate with no additional costs to the Government.

6. Existing Utilities and Utility Interruption: Notify Contracting Officer and utility company in writing of any proposed disturbances or planned interruptions of existing utilities. Contractor shall submit a plan of operations for utility disturbance. See Division 01, Section 015000 - Temporary Facilities and Controls.

a. Contractor shall be responsible for locating and preventing damage to known utilities. If any damage occurs, contractor shall take action relative thereto and repair utility at no additional expense to the Government. No additional time shall be added to Contract for repairs from damages. 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.

b. If damage occurs to an unknown utility, Contractor shall repair and reconnect utility immediately. An equitable adjustment shall be made in accordance with the Changes clause of the Contract. Repairs shall be conducted as cited above.

c. Interruption of Existing Utility Service: Contractor shall notify Contracting Officer and Park Manager forty-eight (48) hours in advance of utility interruption, and interruption shall only be permitted with prior consent of the Contracting Officer. Two (2) hours is the maximum time allowed for planned utility disruptions unless otherwise approved by the Contracting Officer in writing. Any interruption beyond four (4) hours shall require temporary services.

d. Interruption of utilities serving facilities occupied by the Government shall be avoided.

SUMMARY OF WORK 011000 - 5/8

PMIS: 201824

7. Hauling Restrictions: Contractor shall comply with all US DOT, State DOT and local legal load restrictions in the transport of all materials and products for the Project.

a. Contractor is responsible for obtaining any and all Permits, special or otherwise, required by authorities having jurisdiction that may be necessary for utilization of adjacent streets, bridges and sidewalks for construction operations.

b. Possession of a Permit by Contractor shall not relieve Contractor of liability for damage which may result from construction operations in utilization of said streets, bridges and sidewalks.

8. Contractor at all times shall conduct his operations to ensure the safety for all and minimize any inconveniences to the public. All operations shall be compliant with OSHA and other authorities’ regulations, including state and local bodies, having jurisdiction.

a. Contractor shall submit a schedule for safety meetings.

b. Contractor shall submit an emergency plan procedure for the Project.

c. Contractor shall submit an accident prevention and response plan for the Project.

d. Contractor shall possess first aid equipment on site.

B. Non-smoking Building/Premises: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes. No debris or materials from smoking shall be present on, near or adjacent to the Project. Any smoking on the site shall be done so in a location as directed and approved by the Contracting Officer.

C. The following items are prohibited on the premises, including the Project Site and Park grounds:

1. Firearms

2. Ammunition

3. Alcohol

4. Pets

5. Personal vehicles

D. Contractor’s commercial vehicles, including material and product delivery vehicles, will be allowed on the site only through coordination with Contracting Officer and Park Manager

1. All contractor and delivery vehicles shall be equipped with fire extinguishing equipment and first aid as required by U.S. D.O.T. and state D.O.T.

1.12 HISTORIC NATURE OF PROJECT, PROJECT SITE AND SURROUNDS

A. The Contractor will note and respect the historical significance of the Project, Project Site and surrounds where the work will be performed. Due to this, certain aspects of the Work of this Contract may not be performed in a manner and/or with methods commonplace in the current construction industry of today. Verify means and methods planned to be performed with Contracting Officer prior to the commencement of Work. It shall be incumbent upon the Contractor to furnish mechanics capable of executing first-class workmanship in the materials and methods specified, and who have the knowledge to take any necessary precautions to protect elements of historic significance, structural and decorative, not scheduled to receive work.

SUMMARY OF WORK 011000 - 6/8

PMIS: 201824

1.13 ARCHEOLOGICAL FINDINGS

A. There may be archeological remains in the work area: Artifacts, structural features, domestic and /or archeological objects of nature, historic or prehistoric, above or sub-surface, found within the construction work area or otherwise on the premises, which are property of the Government. Should the contractor’s operation uncover, reveal or his employees find any archeological remains, the Contractor shall suspend operations at the area of discovery; notify the Contracting Officer immediately of the findings; and continue operations at other areas of the Project. Included in the notification to the Contracting Officer shall be a brief statement of the location and details of the findings. A digital photograph of the location and the object(s) may be a part of the statement. Should the temporary suspension of work at the site due to the discovery result in delays, re-mobilization or as additional work for the Contractor, he will be compensated by an equitable adjustment under the General provisions of the Contract. See Division 01, Section 013500 - Archeological Protection and Division 01, Section 013200 - Photo Documentation for Historic Projects.

1.14 HAZARDOUS MATERIALS

A. This project is not an abatement project.

B. There are ACM’s (Asbestos Containing Materials) in the “Nail-crete” roof decking and clay roof paper underlayment.

C. A Hazardous Materials Report entitled Asbestos Survey of Building 01, Naval Security Group Activity, Winter Harbor Maine, has been prepared by Dewberry & Davis LLC. The Contractor may request a copy of the Report.

D. A copy of the Report will be provided by the Government upon written request. The Contractor shall use form Request For Information (RFI) form provided in this manual.

E. If additional Hazardous Material not cited in the Report is encountered, all work shall stop in the area of the encounter and Contractor shall notify Contracting Officer immediately of discovery and its extent as known. Contractor shall not work in the encounter area until a resolution is established.

1. Contractor shall continue work in all other areas of the Project without interruption or delay.

2. Contractor shall adjust work and/or begin other work on the Project that is not dependent upon the encounter area.

F. Contractor shall follow all Federal, State and Local regulations in regard to working with and disposing of Asbestos Containing Materials.

SUMMARY OF WORK 011000 - 7/8

PMIS: 201824

PART 2 - PRODUCTS

2.1 SALIENT PROPERTIES OF PRODUCTS

A. Any products cited by manufacturer within any Division Section of the Technical Specifications, this Project Manual, and/or the Drawings is for clarification purposes in order to communicate to the Contractor, delineating the minimum, mandated requirements of the salient characteristics of the product(s) and / or material(s) to be utilized in the construction activities for the Work of the Project.

B. Where an item, of equipment or material, is designated by reference to a particular brand-name, manufacturer or trade name, in the Drawings or Specifications, it shall be understood by all entities participating in the Project that the citing of such is to establish the minimum acceptable standard of quality allowed by the Government and is not intended to preclude manufacturers of similar products believed by the Contractor to possess the characteristics to the item cited.

C. The Contractor shall be required to demonstrate to the satisfaction of the Contracting Officer (CO) that the item to be utilized in the Work match and/or exceed the quality and/or durability of the item(s) referenced.

PART 3 - EXECUTION

3.1 PROJECT EXECUTION

A. The Project shall be executed and all construction activities completed by the Contractor as cited within the Contract Documents.

END OF SECTION 011000

SUMMARY OF WORK 011000 - 8/8

PMIS: 201824

SECTION 01150 DEFINITION OF BID ITEMS

PART 1: GENERAL

1-1 BASIS FOR BIDDING AND REIMBURSEMENT: The following bid items shall include all materials, labor, and equipment necessary to execute the work described in the respective Specification Sections. Bid quantities are generally defined in the respective Specification Sections. Where unit prices are requested, the exact quantities will be determined by the Contracting Officer in the field and are subject to the variation of quantities clause, with the exception of bid items where it is specified below that no minimum quantity is guaranteed. Final payment for the work of these bid items will reflect unit priced portions of work actually executed.

1-2 If no bid item exists for a portion of the work specified in all divisions, include the costs in a related bid item. All overhead costs including but not limited to: insurance, bonds, license fees, testing, inspections, etc. shall be included in the bid items unless otherwise noted.

1-3 DESCRIPTION OF BASE BID- CLIN (contract Line Item) 10:

Item No.

DIV.

Title Definition

__1__

DIV 1

General Requirements Include in the Lump Sum Base Bid all work of this Division related to below.

__2__

DIV 3

Concrete Restoration Include in the Lump Sum Base Bid all work of this Division related to below.

Concrete Restoration work includes:

1. Patching of the concrete slab at the Garage level floor and ceiling at all drain pipe locations.

__3__

DIV 4

Masonry Restoration Include in the Lump Sum Base Bid all work of this Division related to below.

Masonry Restoration work includes:

1. Raking of all masonry joints designated for repointing.

2. Pointing of all deteriorated mortar joints.

3. Installation of a sealant joint at all locations where wood

(half-timber framing, window framing, running trim) abuts masonry, set sufficiently deep to allow the subsequent installation of a masonry joint to match the historic appearance.

4. Resetting of replaced / repaired clay roof ridge and hip tiles set in a mortar bed.

5. Cleaning of mortar and/or other stains introduced by the new masonry work.

DEFINITION OF BID ITEMS 011500 - 1/4

PMIS: 201824

__4__

DIV 5

Metals

Include in the Lump Sum Base Bid all work of this Division related to below.

Metals work includes:

1. Repair of the existing coated aluminum railing at the Terrace low masonry wall.

__5__

DIV 6

Miscellaneous Rough Carpentry related to below..

Miscellaneous Rough Carpentry work includes:

1. Repair of selected sections of the pecky cypress wood half-timbering , window, door, and running trim

2. Filling in selected open-to-weather holes in the pecky cypress woodwork.

__6__

DIV 7

Custom Clay Roof Tile

Custom Clay Roof Tile work includes:

1. Removal of all damaged, loose, broken, missing, displaced clay roof tiles; and replacement with matching tiles (five roof tile types).

[See Bid Option #1 for installation of modified ridge tiles for two edges of the flat roof (transition from flat roof membrane roofing-to-sloping clay tile roof).]

__7__

Sheet Metal Flashing & Trim

Sheet Metal Flashing & Trim includes:

1. Installation of new metal flashing, counter-flashing at all areas designated for roof work, masonry work, and/or work involved with wood (half-timber) framing.

2. Repair of selected gutters; replacement of all downspouts, reducers, elbows, wall straps, boots, and outlets.

3. Installation of a metal flashing cap over the end grain of all projecting brackets at the gable ends [8 total].

4. Replacement of the flashing strip at the roof edge transition; and at eave/roof edge (to divert water into gutters).

_8_

Joint Sealants

Joint Sealant work includes:

1. Application of sealant at all locations not specified for masonry joints under Base Bid, Div 4.

DEFINITION OF BID ITEMS 011500 - 2/4

PMIS: 201824

1-4 DESCRIPTION OF BID OPTIONS:

Option No.

Title Definition

1.

CLIN 20

Flat Roofs & Chimneys

Furnish Lump Sum Bid for all work of this Division related to below.

Bid Option #1 work includes:

Selective Demolition

1. Removal of existing EPDM membrane and tapered insulation at both Flat Roofs

2. Cutting of “Nail-crete” concrete roof deck for the installation of a roof hatch at each Flat Roof.

Preparation for Reroofing

1. Cleaning and preparation of removed roofing at both flat roofs in preparation for the installation of roof hatches and new EDPM roof and associated underlayments, including all associated (metal and membrane) base and counter-flashing.

Masonry Restoration

1. Rake and repoint stone mortar joints at chimneys (2 total).

2. Rake and repoint brick mortar joints at chimneys (2 total).

3. Replace cracked chimney pot (1) at north chimney.

4. Replace cracked chimney pots (2) at south chimney.

Concrete Restoration

1. Repair of “Nail-crete” roof panels adjacent to north chimney.

2. Installation of metal frame at roof deck opening to receive roof hatch.

3. Repair sloping concrete wash at both chimneys.

Roofing and Flashing

1. Installation of new tapered insulation, new EPDM membrane roof, and associated flashings.

2. Installation of modified ridge clay tiles (at the two edges where the flat roof transitions to the sloping roof).

3. Installation of ridge flashing at edges of both flat roofs.

4. Installation of a roof hatch and associated base and counter-flashings at each flat roof.

5. Installation of flashing at both chimney bases.

DEFINITION OF BID ITEMS 011500 - 3/4

PMIS: 201824

2.

CLIN 30

Steel & Wood Lintels

Steel & Wood Lintels work includes:

Masonry Restoration

1. Removal of wood window head and associated trim at all windows on the Terrace level (1st flr) on three sides;

including adjacent brick units at the exterior wall surface to allow access to full length of the steel window lintel located in the wall behind the exposed wood lintel.

2. Reconstruction / anchoring of selected displaced / out-of-plane brick panels above the window heads (at first floor level Terrace windows).

Misc. Rough Carpentry work

1. Repair of the pecky cypress wood half-timbering damaged during lintel work.

2. Replacement of heavy timber lintel at the Garage bay

#8.

Flashing:

1. Replace all flashing at repaired first story Terrace windows.

3.

CLIN 40

Cypress Sealer

Cypress Sealer work includes:

Miscellaneous Rough Carpentry

1. Application of wood sealer on all exposed wood (half-timber framing) at all exterior elevations, including preparation and cleaning all wood surfaces prior to application of the sealer.

2. Preparation and application of primer and finish coats to steel lintels exposed under Bid Option #2.

4.

CLIN 50

Replace Terrace Railing

Furnish Lump Sum Bid for all work of this Division related to below.

Replace Terrace Railing work includes:

Selective Demolition

1. Removal of the existing aluminum Terrace railing system at the top of the low masonry wall.

Concrete Restoration

1. Remove / replace concrete at Terrace stair landings (2) with new landing and bollards.

END OF SECTION

DEFINITION OF BID ITEMS 011500 - 4/4

PMIS: 201824

SECTION 012973 - SCHEDULE OF VALUES

PART 1 - GENERAL

1.1 SUMMARY

A. Section pertains to the preparation and submittal of a completed Document 006273 - SCHEDULE OF VALUES FORM (SOV) for a fixed price contract for which Contractor requests progress payments for the Project, entitled Rehabilitate Exterior Masonry on Historic Rockefeller Building, located at Acadia National Park.

1.2 RELATED DOCUMENTS

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

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

1. The FAR,

2. Division 00, with attention directed to:

a. Document 00 62 73 - SCHEDULE OF VALUES FORM (SOV).

3. Division 01, all Sections of General Requirements.

4. Divisions 02 through 49, all Material Specifications of this Project Manual appropriate to the Project.

5. Project Drawings.

1.3 SUBMITTALS

A. Informational / Acceptance:

1. Schedule of Values: Two forms of Schedule of Values documents are required to properly evaluate and execute Project.

a. Document 00 62 73 - SCHEDULE OF VALUES FORM (SOV).

b. Prior to award, Government reserves right to request additional information.

c. At Preconstruction Conference determine in additional data is required.

2. Within 15 calendar days after receipt of Notice of Award, submit Document 00 62 73 - SCHEDULE OF VAULES (SOV) to the Government.

a. Meet with Government. Determine if additional data is required.

b. Secure Government approval of the SOV prior to submitting first Document

00 62 76 - CERTIFIED APPLICATION FOR PAYMENT.

3. Revise Schedule of Values (SOV) and resubmit for items affected by Modifications.

After the changes are reviewed without exception by Government, execute submittal at least ten calendar days prior to submitting Document 00 62 76 - CERTIFIED

APPLICATION FOR PAYMENT.

4. Preparation:

a. Subdivide Schedule of Values into logical portions of work, per major work items, work in contiguous geographic areas, or other project appropriate subdivision.

1) Use the construction schedule and table of contents of Project Manual to guide the subdivision of items.

SCHEDULE OF VALUES 012973 - 1/2

PMIS: 201824

a) Items in schedule of values shall correlate directly with the tasks enumerated in the construction schedule.

b) Organize each portion using the table of contents of Project Manual as an outline for listing the value of work by Sections.

2) A pro rata share of mobilization, bonds, and insurance shall be listed as separate items for each portion of the work.

b. For lump sum items where submittal of operation/maintenance data and testing are required, include separate item for equipment operation and maintenance data submittal.

c. Round-off figures for each listed item to the nearest dollar. The total of all items in the schedule of values must equal CPS for negotiated price contracts amount in the schedule of values.

1.4 DEFINITIONS

A. Schedule of Values: An itemized list that establishes value of each part of the Work for a stipulated price contract.

1. Schedule is used as basis for preparing applications for payments.

2. Correlate SOV with Document 00 41 43 - CONTRACT PRICE SCHEDULE.

B. Lump Sum Item: An item on CPS for Work of Project that qualifies as a Base Bid for all equipment, Work, materials appurtenances and incidentals, required to prosecute construction.

1.5 DESCRIPTION OF WORK INCLUDED

A. Provide detailed breakdown of agreed Contract Price (Sum) showing values allocated to each of various parts of Work, as cited in this Section, and in other provisions of Project Documents.

B. Breakdown of Work shall be made according to format of the Construction Specifications Institute's Master List of Titles and Numbers for the Construction Industry (2012 edition), and include unique Sections and Documents issued by the National Park Service for historic projects.

1.6 QUALITY ASSURANCE:

A. Use required means to assure arithmetical accuracy of sums described.

B. When required by Government, provide copies of subcontracts or other data acceptable, substantiating the sums described.

PART 2 - PRODUCTS Intentionally Not Used

PART 3 - EXECUTION Intentionally Not Used

END OF SECTION 01 29 73

SCHEDULE OF VALUES 012973 - 2/2

Acadia National Park Rehabilitate Exterior Masonry on

PMIS No: 201824

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. The Work of this Section includes the following:

1.2 Project Meetings

1.3 Preconstruction Submittals

1.4 Close-Out Submittals

1.5 Submittal Requirements

1.6 Requests for Information

1.7 Schedule of Values

1.8 Project Schedule

1.9 Time Impact Analysis for Contract Modifications

1.10 Contract Documents

1.11 Record Documents

1.12 Operation and Maintenance Manuals

1.13 Photographic Documentation

1.14 Substantial Completion and Final Acceptance

1.2 PROJECT MEETINGS

A. Preconstruction Conference: Contracting Officer will notify Contractor of date for the Preconstruction Conference following Contract Award.

1. If all of the required Preconstruction Documents (see Article 1.4 below) have not been received at least seven (7) calendar days prior to the scheduled Preconstruction Conference date, the conference may be cancelled, Notice to Proceed may not be issued, and the Contracting Officer may consider other contractual remedies.

2. The meeting agenda will include the following as a minimum:

a. Roles & Responsibilities/ Lines of Authority.

b. Park rules and regulations.

c. Contractor’s use of site.

d. Resolution of comments on required Division 01 documents.

e. Coordination of Subcontractors.

f. Labor law application.

g. Modifications.

h. Payments to Contractor.

i. Payroll reports.

j. Contract time.

k. Liquidated damages.

l. Display of Hotline posters.

m. Notice to proceed.

n. Correspondence procedures.

o. Acceptance/rejection of Work.

p. Progress meetings.

q. Submittal procedures.

r. Environmental requirements.

s. Record Documents.

ADMINISTRATIVE REQUIREMENTS 013000 - 1/10

PMIS No: 201824

t. Saturday, Sunday, holiday and night work.

u. Reference materials.

v. Value engineering.

3. The Contracting Officer will prepare meeting minutes and distribute them to all attendees and interested parties within seven (7) calendar days of each meeting.

B. Progress Meetings: The Contracting Officer shall schedule and conduct progress meeting at regular intervals throughout the Construction Period.

1. Attendees: In addition to Contracting Officer and/or designees, each Contractor, Subcontractor, Major supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Agenda: The meeting agenda will include the following:

a. Approval of minutes of previous meetings.

b. Submittal status.

c. Review of offsite fabrication and delivery schedules.

d. Requests for information (RFI) and other issues.

e. Modifications.

f. Work in progress and projected.

g. Construction Schedule update (provide updated CPM).

h. Status of Project Record Drawings and O&M manuals.

i. Other business relating to Work.

3. Meeting Minutes:

a. The Contracting Officer\shall prepare meeting minutes and distribute them to all attendees and interested parties (as defined at Preconstruction Conference) within seven (7) calendar days of each meeting.

b. Meeting Minutes recipients shall review Minutes and return comments within three (3) business days.

c. Meeting Minutes shall incorporate or respond to all comments prior to each succeeding meeting.

1.3 PRECONSTRUCTION SUBMITTALS

A. The following items shall be submitted a minimum of seven (7) calendar days prior to the Preconstruction Conference. Submit Preconstruction Documents under separate cover letter on Contractor’s letterhead. Do not use Transmittal CM 16 for these documents.

1. List of Subcontractors: Provide the following information:

a. Business name.

b. Business address and telephone number.

c. Mobile telephone number.

d. Email address.

2. List of Key Personnel: Provide the following of Forman and/or Superintendent for this project:

a. Name.

b. Position.

c. Mobile telephone number.

d. Email address.

3. Schedule of Values

4. Project Schedule

5. Accident Prevention Plan

ADMINISTRATIVE REQUIREMENTS 013000 - 2/10

PMIS No: 201824

6. Written statements from subcontractors certifying compliance with applicable labor standard clauses.

7. Written statements from subcontractors certifying compliance with applicable quality assurance requirements – see Individual Specifications Sections for requirements.

8. Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

9. Quality Control/Assurance Plans.

1.4…