Attachment_0001,_40381100_Project_Specifications.pdf
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- RENOVATE UPPER FLOOR OF HULLS COVE VC
- Solicitation number
- 140P4318B0008
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Attachment 0001, 40381100_Project Specifications
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ACADIA
NATIONAL
PARK
BAR
HARBOR,
MAINE
RENOVATE
UPPER
FLOOR
Of
HULLS
COVE
VISITOR
CENTER
ACAD
PMIS
NO.
233172
PROJECT
SPECIFICATIONS
NATIONAL
PARK
SERVICE
DENVER
SERVICE
CENTER
February 14th, TABLE OF CONTENTS PAGE - 1
HULLS COVE VISITOR CENTER
ACADIA NATIONAL PARK
RENOVATIONS TO UPPER FLOOR
PMIS #233172
January 2018
PROJECT MANUAL – TABLE OF CONTENTS
The complete Project Manual for this Project consists of this entire volume. The Government is not responsible for any assumptions made by an Offeror and/or Contractor (or Subcontractor) who does not received a complete Project Manual containing all sections and documents listed below in the Table of Contents.
The following listed documents comprise the Project Manual for this Project. Where numerical sequence of Sections or Divisions is interrupted, such interruptions are intentional.
It is the responsibility of the Offeror to verify that this Project Manual is complete as listed.
PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP
DIVISION 00 – FORMS
Request for Information (RFI) Form NPS Transmittal Form CM-16 Template Contractors Quality Control Report Template
SPECIFICATIONS GROUP
GENERAL REQUIREMENTS SUBGROUP
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 Summary of Work Asbestos Impact Survey 01 26 01 Contract Modification Procedures 01 27 00 Contract Line Items 01 31 00 Project Management & Coordination 01 32 16 Construction Schedule 01 33 23 Submittal Procedures 01 35 23 Safety Requirements 01 40 00 Quality Requirements 01 42 00 Reference Standards 01 50 00 Temporary Facilities and Controls 01 67 00 Product Requirements 01 73 29 Cutting and Patching 01 73 40 Execution 01 74 90 Construction Waste Management 01 74 90A Construction Waste Appendix
TABLE OF CONTENTS PAGE - 2
01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 79 00 Demonstration and Training
FACILITY CONSTRUCTION SUBGROUP
DIVISION 02 - EXISTING CONDITIONS
02 41 19 Selective Demolition 02 82 00 Asbestos Abatement
DIVISION 03 - CONCRETE
03 30 53 Miscellaneous Cast-in-Place Concrete
DIVISION 04 – MASONRY – NOT USED
DIVISION 05 - METALS
05 50 00 Metal Fabrications
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 53 Miscellaneous Rough Carpentry 06 20 23 Interior Finish Carpentry 06 40 23 Interior Architectural Woodwork
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 00 Thermal Insulation 07 53 23 EPDM Membrane Roofing 07 72 00 Roof Accessories 07 84 13 Penetration Firestoping 07 92 00 Joint Sealants
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 33 26 Overhead Coiling Grilles 08 33 36 Side Coiling Grilles 08 41 13 Aluminum-Framed Entrances & Storefronts 08 62 23 Tubular Daylighting System 08 71 00 Door Hardware 08 80 00 Glazing 08 83 00 Mirrors
TABLE OF CONTENTS PAGE - 3
DIVISION 09 - FINISHES
09 05 61 Surface Preparation for Floor Finishes 09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Ceramic Tiling 09 51 13 Acoustical Panel Ceilings 09 54 26 Suspended Wood Ceilings 09 65 13 Resilient Base and Accessories 09 65 19 Resilient Tile Flooring 09 68 13 Tile Carpeting 09 72 00 Wall Coverings 09 91 13 Exterior Painting 09 91 23 Interior Painting 09 93 00 Staining & Transparent Finishing
DIVISION 10 – SPECIALTIES
10 14 00 Signs 10 21 13.19 Plastic Toilet Compartments 10 28 00 Toilet, Bath and Laundry Accessories 10 44 13 Fire Protection Cabinets 10 44 16 Fire Extinguishers 10 80 00 Other Specialties
DIVISIONS 11 – NOT USED
DIVISION 12 – FURNISHINGS
12 48 13 Entrance Floor Mats and Frames
DIVISIONS 13-19 – NOT USED
FACILITY SERVICES SUBGROUP
DIVISION 21 – NOT USED
DIVISION 22 – PLUMBING
22 00 00 Plumbing General Provisions 22 05 23 Valves 22 05 29 Hangers and Supports 22 05 48 Mechanical Sound, Vibration & Seismic Control 22 05 53 Mechanical Identification 22 07 00 Mechanical Insulation 22 11 16 Domestic Water System 22 13 19 Sanitary Piping 22 40 00 Plumbing Fixtures
TABLE OF CONTENTS PAGE - 4
DIVISION 23 – HEATING, VENTILATION, AND AIR-CONDITIONING (HVAC)
23 00 00 Heating, Ventilation, and Air Conditioning 23 05 16 Piping Expansion Compensation 23 05 19 Meters and Gages 23 05 93 Testing, Adjusting and Balancing for HVAC 23 21 23 Hydronic Pumps 23 23 00 Refrigerant Piping and Accessories 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 37 13 Diffusers, Registers and Grilles 23 37 16 Fabric Duct 23 72 00 Air-to-Air Energy Recovery Equipment
DIVISION 24 – NOT USED
DIVISION 25 – NOT USED
DIVISION 26 – ELECTRICAL
26 05 00 Electrical General Provisions 26 05 19 Power Conductors and Cables 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 36 Cable Trays for Communications Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 09 23 Lighting Control Devices 26 12 16 Dry-Type Transformers 26 24 16 Panelboards 26 27 26 Wiring Devices 26 27 28 Disconnect Switches 26 51 00 Interior Lighting
DIVISION 27 – COMMUNICATIONS
27 20 00 Data Communications 27 30 00 Voice Communications
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 23 00 Video Surveillance System 28 30 00 Alarm System 28 31 00 Fire Detection and Alarm
DIVISION 29 – NOT USED
SITE AND INFRASTRUCTURE SUBGROUP – NOT USED
PROCESS EQUIPMENT SUBGROUP – NOT USED
PROJECT:
SOLICITATION NUMBER: Date:
TO:
FROM: (name of person)
COMPANY:
SUBJECT:
SPECIFICATION SECTION OR DRAWING #:
PLEASE PROVIDE THE FOLLOWING INFORMATION OR CLARIFICATION:
Response required by (date):
RESPONSE
DATE:
TO:
COMPANY:
FROM:
SUBJECT: Response to RFI No___
REQUEST FOR INFORMATION # ____
Project:
A c ti o n S u b m it ta l
I n fo rm a ti o n a l S u b m it ta l
I te m N o
Specification
Section No.
P a ra g ra p h N o
Description of Item
(Size, Type, Name, Manufacturer, Use, Etc.)
N o o f C o p ie s S u b m it te d
C o n tr ib u te s t o m e e ti n g L
E E
D a n d /o r F e d S u s t.
R e q
M e e ts
B u y A m e ri c a n A c t R e q
A lt e rn a te
M a te ri a ls
P ro p o s e d
N o o f C o p ie s R e tu rn e d
A p p ro v e d
A p p ro v e d w it h N o ta ti o n s
D is a p p ro v e d
R e s u b m it
A c c e p t
R e je c t
Date To Contractor: r03/10
CM-16 TRANSMITTAL FORM - NATIONAL PARK SERVICE
Park: PMIS No.: Contract No.: Date: Transmittal No.:
Sheet: 1 of:
Title: Date:
Contractor's Signature:
I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements (FAR 52.236-21)
Review Comments:
Action
Submittal
Informational
Submittal
Contractor: NPS ACTIONSubcontractor / Supplier:
Recommended by:
Date Received: Distribution: 1 copy each: CMR Interim, A/E, DSC, Contr.
Title: Date:
Title: Date:
Action by:
Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the government is not responsible for errors or omissions
Project:
A c ti o n S u b m it ta l
I n fo rm a ti o n a l S u b m it ta l
I te m N o
Specification
Section No.
P a ra g ra p h N o
Description of Item
(Size, Type, Name, Manufacturer, Use, Etc.)
N o o f C o p ie s S u b m it te d
C o n tr ib u te s t o m e e ti n g L
E E
D a n d /o r F e d S u s t.
R e q
M e e ts
B u y A m e ri c a n A c t R e q
A lt e rn a te
M a te ri a ls
P ro p o s e d
N o o f C o p ie s R e tu rn e d
A p p ro v e d
A p p ro v e d w it h N o ta ti o n s
D is a p p ro v e d
R e s u b m it
A c c e p t
R e je c t
CM-16 TRANSMITTAL FORM CONTINUATION - NATIONAL PARK SERVICE
Park: PMIS No.: Contract No.: Date: Transmittal No.:
Sheet: of:
Contractor: Subcontractor / Supplier: NPS ACTION Action
Submittal
Informational
Submittal
Review Comments r03/10
PROJECT NAME
CONTRACTORS QUALITY CONTROL REPORT
REPORT NO._____ · SHEET 1 OF_____
CONTRACTOR'S REPRESENTATIVE ON THE JOB
Hours NO.
UNITS
YES NO Comments
Hours HEAVY EQUIPMENT ON J NO. UNITS YES NO Comments
4. TESTING:
7. CERTIFICATION:
2A. SUBCONTRACTOR,________________________________________________: (If more than one subcontractor use copies of following page.)
Type and Location of Testing:____________________________________________________________________________
I 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 the prime contractor and each subcontractor and determined that all materials, equipment, and workmanship are in strict compliance with the Contracat Documents except as may be noted above.
___________________________________________________________ Contractor's Quality Control Representative
NO. EMPLOYEES BY JOB CATEGORIES HOURS WORKING
6. REMARKS:
MATERIALS DELIVERED OFFICIAL VISITORS TO SITE
Check box if any testing was performed today. (Complete and attach Test Report Information Sheets.)
WORK PERFORMED BY SUBCONTRACTOR:
3. SPECIFIC INSPECTIONS: Inspecions perfprmed, results and corrective actions)
WORK PERFORMED BY PRIME CONTRACTOR:
CONTRACT NO. DATE
HEAVY EQUIPMENT ON
JOB
PROJECT
PARK
SAMPLE CONTRACTOR'S QUALITY CONTROL DAILY REPORT
Min.
TEMPERATURE GROUND CONDITIONS (Dry, Damp, Wet, Frozen, etc.)
5. VERBAL INSTRUCTIONS RECEIVED FROM THE GOVERNMENT ON CONSTRUCTION DEFICIENCIES AND/OR RETESTING
REQUIRED:
WEATHER (Rain, Snow, Cloudy, Windy, etc.) RAINFALL (Inches) MAX.
NO. EMPLOYEES BY JOB CATEGORIES HOURS
WORKING
1. PRIME CONTRACTOR
ACAD - 233172 01 11 00 - 1
091015 SUMMARY OF WORK
SECTION 01 11 00 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Work covered by the Contract Documents.
2. Government Furnished Materials.
3. Contractor use of site.
4. Public use of site.
5. Occupancy requirements for buildings.
6. Work Restrictions.
7. Special Construction Requirements.
8. Additional Reports.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Location: 25 Visitor Center Road, Bar Harbor, ME 04609.
B. The Work consists of the following:
1. The Work involves the renovations to the existing Hulls Cove Visitor Center at location indicated on Drawings. Work includes but is not limited, to selective demolition, asbestos abatement, wood stud partitions, insulation, gypsum board walls and ceilings, porcelain tile, acoustical ceilings, wood ceilings, resilient flooring, carpeting, custom cabinets and fixtures, carpentry, glass storefront system, painting, metal doors, wood doors, metal frames, door hardware, overhead coiling grilles, side coiling grilles, metal fabrications, toilet partitions and accessories, signage, fire alarm systems, security systems, electrical, and heating, ventilating, and air conditioning complete and ready for use.
C. Project will be constructed under a single prime contract.
1.3 GOVERNMENT-FURNISHED MATERIALS
A. Government will furnish products indicated.
1. Government will arrange and pay for delivery of Government-furnished items according to Contractor's Construction Schedule.
2. After delivery, Government will inspect delivered items for damage. Contractor shall be present for and assist in Government's inspection.
3. If Government-furnished items are damaged, defective, or missing, Government will arrange for replacement.
4. Contractor is responsible for receiving, unloading, and handling Government-furnished items at Project site.
ACAD - 233172 01 11 00 - 2
5. Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.
6. If Government-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.
7. Contractor shall install and otherwise incorporate Government-furnished items into the Work.
B. Government-Furnished Products:
1. Toilet Paper Dispensers.
1.4 CONTRACTOR USE OF SITE
A. General: Contractor shall have full use of the site for construction operations during the construction period. Contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of Project.
B. Storage of Materials: Confine storage of materials to storage containers on site or off-site.
C. Preservation of Natural Features:
1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.
2. Provide temporary barriers to protect existing trees and plants and root zones if required.
3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreed-on roots and branches that interfere with construction.
4. Do not fasten ropes, cables, or guys to existing trees.
D. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.
1. The Contracting Officer shall establish areas for contractor parking and storage of materials on site.
2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
E. Construction Camp: Establishment of a camp within the park will not be permitted.
F. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.
ACAD - 233172 01 11 00 - 3
1.5 PUBLIC USE OF SITE
A. The building will be closed to the public during construction. The Project Site is located within the Hulls Cove Visitor Center Complex and, although it is anticipated that this work will be performed during the off-season, the area around the Project Site may still be occupied by the government and the public at times.
1.6 CONDUCT OF OPERATIONS
A. At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.
B. Throughout the course of this contract the Contractor shall maintain access from the main road to the Project Site. This includes snow removal from the road is necessary to access the site.
C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.
1.7 WORK RESTRICTIONS
A. The Work shall be performed while the building is closed for the season, between November 1, 2018 and April 15, 2019.
1. The Project shall be Substantially Complete and ready for partial occupancy by the Government on April 15th, 2019. The facility shall be opened to the Public on May 1st, 2019.
B. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, except when otherwise indicated.
1. Weekend Hours: As approved by the Contracting Officer.
2. Early Morning Hours: As approved by the Contracting Officer.
3. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 48 hours in advance of the work to the Contracting Officer for approval.
C. Existing Utilities
1. Existing Utilities: No existing utility work outside of the building is anticipated or included in the scope of work.
2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.
3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.
ACAD - 233172 01 11 00 - 4
D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:
1. Notify Contracting Officer not less than two days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Contracting Officer’s written permission.
E. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.
1.8 ADDITIONAL REPORTS
A. A report entitled Asbestos Impact Survey has been prepared by Riverside Lane Corporation.
B. A copy of the report is attached to the end of this section.
C. If conflicts occur between the report and drawings or specifications, the drawings and specifications govern.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 11 00
RIVERSIDE LANE CORPORATION
55 Riverside Lane
Ellsworth, Maine 04605
(207) 667-4169
(207) 667-8715 Fax riversidelanecorp@yahoo.com
October 25, 2017
Geoff Fraser Fraser Associates Architects 11 Everhard Court Bar Harbor, ME, 04609
Re: Asbestos Impact Survey – Acadia National Park Hulls Cove Visitor Center
Dear Mr. Fraser, On October 10, 2017, Riverside Lane Corporation (RLC) conducted a survey of portions of the Hulls Cove Visitor Center for the presence of Asbestos Containing Building Materials (ACBM) in preparation for extensive interior renovation projects. The National Emissions Standard for Hazardous Air Pollutants (NESHAPS) requires that all commercial facilities be inspected for ACBM prior to renovation or demolition activities.
Under the direction of Fraser Associates, RLC personnel inspected the interior areas that will be impacted by the renovation project and a total of forty two (42) samples were collected from fourteen (14) homogeneous groups of suspect asbestos containing building materials. As with any survey, the results are limited to materials that are exposed and readily accessible to the inspector.
mailto:riversidelanecorp@yahoo.com
A total of forty two (42) bulk samples were collected from fourteen (14) homogeneous groups of suspect materials. There were five (5) homogeneous groups that had asbestos concentrations greater than 1%, one (1) homogeneous groups with asbestos concentrations between 0-1%, and eight (8) groups had no asbestos detected. It should be noted that the Maine DEP defines an asbestos-containing material as any material containing asbestos in quantities greater than or equal to 1% by volume as determined by weight, visual evaluation, and/or point count analysis. Table 1 provides a summary of the asbestos inspection results and the analytical laboratory report is included as Appendix A of this report.
Table 1. Acadia National Park Hulls Cove Visitor Center Asbestos Sampling Summary Group Number Type Location Asbestos
Detected Note
1 Floor Tile Back Stairwell Yes 4.0% Chrysotile 2 Mastic Back Stairwell Yes 0.50% Chrysotile 3 Ceiling Plaster Boiler Room No 4 Spray-on Insulation Above 1st Floor
Ceiling No
5 Cellulose Insulation Above 1st Floor Ceiling
No
6 Ceiling Tile 1st Floor Ceiling No 7 Carpet
Glue/Mastic Main Lobby/Gift Shop
Yes 3.6% Chrysotile
8 Ceiling Plaster Main Lobby/Gift Shop
Yes 5.0% Chrysotile
9 Spray-on Coating Above Main Lobby/Gift Shop
No
10 Floor Tile Projection Room Yes 3.9% Chrysotile 11 Mastic Projection Room No 12 Ceiling Plaster Auditorium No 13 Floor Tile Auditorium
Storage Closet Yes 2.5% Chrysotile
14 Mastic Auditorium Storage Closet
No
The estimated cost for removal and disposal of the identified Asbestos Containing Materials (those with concentrations greater than, or equal to, 1%) is estimated as follows:
Group Number
Type of Material Quantity (Approx)
Estimated Cost of Abatement
1 Floor Tile 100 ft² $1,200-$1,500 7 Carpet Glue/Mastic 1,900 ft² $11,400-$13,400 8 Ceiling Plaster 1,900 ft² $38,000-$47,500 10 Floor Tile 126 ft² $1,500-$1,700 13 Floor Tile 20 ft² $500-$700
Thank you for the opportunity to prepare the NESHAPS Impact Survey for the project, please feel free to call at any time should you have questions or require additional information.
Sincerely, Tim Henderson, President Riverside Lane Corporation
Appendix A – Analytical Laboratory Report
OrderID: 621701679
EMSL Analytical, Inc.
161 John Roberts Road South Portland, ME 04106
Phone/Fax: (207) 517-6921 / (207) 517-6922 http://www.EMSL.com / portlandlab@emsl.com
RIVE51
621701679
ANP-HULLS COVE
EMSL Order ID:
Customer ID:
Customer PO:
Project ID:
Attn:
Proj: ANP - HULLS COVE
Phone: (207) 667-4169
Fax: (207) 667-8715
Collected: 10/10/2017
Received: 10/13/2017
Analyzed: 10/20/2017
Tim Henderson
Riverside Lane Corporation
55 Riverside Lane
Ellsworth, ME 04605
Summary Test Report for Asbestos Analysis of Bulk Material via EPA 600/R-93/116
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0001ANP-1
BACK STAIRWELL TREADS./9"X9" FLOOR TILE - GREEN.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017 0.0% 4.0%96.0% ChrysotilePLM Grav. Reduction Green
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0002ANP-2
BACK STAIRWELL TREADS./9"X9" FLOOR TILE - GREEN.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017PLM Grav. Reduction Positive Stop (Not Analyzed)
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0003ANP-3
BACK STAIRWELL TREADS./9"X9" FLOOR TILE - GREEN.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017PLM Grav. Reduction Positive Stop (Not Analyzed)
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0004ANP-1A
BACK STAIRWELL TREADS./MASTIC.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017 0.0% 0.50%99.5% ChrysotilePLM Grav. Reduction Black
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0005ANP-2A
BACK STAIRWELL TREADS./MASTIC.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017PLM Grav. Reduction Insufficient Material
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0006ANP-3A
BACK STAIRWELL TREADS./MASTIC.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017PLM Grav. Reduction Insufficient Material
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0007ANP-4
BOILER ROOM./CEILING PLASTER.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 0% 100%PLM Gray None Detected
Test Report:EPAMultiTests-7.32.2.D Printed: 10/20/2017 10:57AM Page 1 of 6
Phone/Fax: (207) 517-6921 / (207) 517-6922 http://www.EMSL.com / portlandlab@emsl.com
RIVE51
621701679
ANP-HULLS COVE
EMSL Order ID:
Customer ID:
Customer PO:
Project ID:
Summary Test Report for Asbestos Analysis of Bulk Material via EPA 600/R-93/116
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0008ANP-5
BOILER ROOM./CEILING PLASTER.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 0% 100%PLM Gray None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0009ANP-6
BOILER ROOM./CEILING PLASTER.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017 0% 100%PLM Gray None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0010ANP-7
ABOVE 1ST FLOOR CEILING./SPRAY ON INSULATION.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 80% 20%PLM Tan None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0011ANP-8
ABOVE 1ST FLOOR CEILING./SPRAY ON INSULATION.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 80% 20%PLM Tan None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0012ANP-9
ABOVE 1ST FLOOR CEILING./SPRAY ON INSULATION.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017 85% 15%PLM Tan None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0013ANP-10
ABOVE 1ST FLOOR CEILING./WHITE CELLULOSE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 90% 10%PLM White None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0014ANP-11
ABOVE 1ST FLOOR CEILING./WHITE CELLULOSE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 90% 10%PLM White None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0015ANP-12
ABOVE 1ST FLOOR CEILING./WHITE CELLULOSE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017 95% 5%PLM White None Detected
Test Report:EPAMultiTests-7.32.2.D Printed: 10/20/2017 10:57AM Page 2 of 6
Phone/Fax: (207) 517-6921 / (207) 517-6922 http://www.EMSL.com / portlandlab@emsl.com
RIVE51
621701679
ANP-HULLS COVE
EMSL Order ID:
Customer ID:
Customer PO:
Project ID:
Summary Test Report for Asbestos Analysis of Bulk Material via EPA 600/R-93/116
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0016ANP-13
1ST FLOOR./2'X2' CEILING TILE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 98% 2%PLM Gray None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0017ANP-14
1ST FLOOR./2'X2' CEILING TILE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 98% 2%PLM Gray None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0018ANP-15
1ST FLOOR./2'X2' CEILING TILE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017 98% 2%PLM Gray None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0019ANP-16
GIFT SHOP/LOBBY./CARPET GLUE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017 0.0% 3.6%96.4% ChrysotilePLM Grav. Reduction Black
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0020ANP-17
GIFT SHOP/LOBBY./CARPET GLUE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017PLM Grav. Reduction Positive Stop (Not Analyzed)
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0021ANP-18
GIFT SHOP/LOBBY./CARPET GLUE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017PLM Grav. Reduction Positive Stop (Not Analyzed)
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0022ANP-19
GIFT SHOP/LOBBY./CEILING - WHITE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 0% 95% 5% ChrysotilePLM Gray
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0023ANP-20
GIFT SHOP/LOBBY./CEILING - WHITE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017PLM Positive Stop (Not Analyzed)
Test Report:EPAMultiTests-7.32.2.D Printed: 10/20/2017 10:57AM Page 3 of 6
Phone/Fax: (207) 517-6921 / (207) 517-6922 http://www.EMSL.com / portlandlab@emsl.com
RIVE51
621701679
ANP-HULLS COVE
EMSL Order ID:
Customer ID:
Customer PO:
Project ID:
Summary Test Report for Asbestos Analysis of Bulk Material via EPA 600/R-93/116
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0024ANP-21
GIFT SHOP/LOBBY./CEILING - WHITE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017PLM Positive Stop (Not Analyzed)
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0025ANP-22
ABOVE GIFT SHOP/LOBBY./SPRAY ON COATING.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 0% 100%PLM Gray None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0026ANP-23
ABOVE GIFT SHOP/LOBBY./SPRAY ON COATING.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 0% 100%PLM Gray None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0027ANP-24
ABOVE GIFT SHOP/LOBBY./SPRAY ON COATING.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017 0% 100%PLM Gray None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0028ANP-25
PROJECTION ROOM./9"X9" FLOOR TILE - TAN.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017 0.0% 3.9%96.1% ChrysotilePLM Grav. Reduction Tan
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0029ANP-26
PROJECTION ROOM./9"X9" FLOOR TILE - TAN.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017PLM Grav. Reduction Positive Stop (Not Analyzed)
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0030ANP-27
PROJECTION ROOM./9"X9" FLOOR TILE - TAN.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017PLM Grav. Reduction Positive Stop (Not Analyzed)
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0031ANP-28
PROJECTION ROOM./MASTIC.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017 0.0% 100%PLM Grav. Reduction None DetectedBlack
Test Report:EPAMultiTests-7.32.2.D Printed: 10/20/2017 10:57AM Page 4 of 6
Phone/Fax: (207) 517-6921 / (207) 517-6922 http://www.EMSL.com / portlandlab@emsl.com
RIVE51
621701679
ANP-HULLS COVE
EMSL Order ID:
Customer ID:
Customer PO:
Project ID:
Summary Test Report for Asbestos Analysis of Bulk Material via EPA 600/R-93/116
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0032ANP-29
PROJECTION ROOM./MASTIC.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017 0.0% 100%PLM Grav. Reduction None DetectedBlack
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0033ANP-30
PROJECTION ROOM./MASTIC.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017 0.0% 100%PLM Grav. Reduction None DetectedBlack
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0034ANP-31
AUDITORIUM./CEILING - WHITE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 0% 100%PLM White None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0035ANP-32
AUDITORIUM./CEILING - WHITE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/13/2017 0% 100%PLM White None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0036ANP-33
AUDITORIUM./CEILING - WHITE.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017 0% 100%PLM White None Detected
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0037ANP-34
AUDITORIUM STORAGE CLOSET./9"X9" FLOOR TILE - TAN/GRAY.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017 0.0% 2.5%97.5% ChrysotilePLM Grav. Reduction Gray/Tan
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0038ANP-35
AUDITORIUM STORAGE CLOSET./9"X9" FLOOR TILE - TAN/GRAY.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017PLM Grav. Reduction Positive Stop (Not Analyzed)
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0039ANP-36
AUDITORIUM STORAGE CLOSET./9"X9" FLOOR TILE - TAN/GRAY.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017PLM Grav. Reduction Positive Stop (Not Analyzed)
Test Report:EPAMultiTests-7.32.2.D Printed: 10/20/2017 10:57AM Page 5 of 6
Phone/Fax: (207) 517-6921 / (207) 517-6922 http://www.EMSL.com / portlandlab@emsl.com
RIVE51
621701679
ANP-HULLS COVE
EMSL Order ID:
Customer ID:
Customer PO:
Project ID:
Summary Test Report for Asbestos Analysis of Bulk Material via EPA 600/R-93/116
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0040ANP-37
AUDITORIUM STORAGE CLOSET./MASTIC.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017 0.0% 100%PLM Grav. Reduction None DetectedBlack
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0041ANP-38
AUDITORIUM STORAGE CLOSET./MASTIC.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/19/2017 0.0% 100%PLM Grav. Reduction None DetectedBlack
Client Sample ID:
Sample Description:
Lab Sample ID: 621701679-0042ANP-39
AUDITORIUM STORAGE CLOSET./MASTIC.
DateTEST Non-Fibrous Asbestos CommentColor Fibrous
Non-AsbestosAnalyzed
10/20/2017 0.0% 100%PLM Grav. Reduction None DetectedBlack
PLM: Maine Analyst Certification # BA-0174, BA-0178
PLM EPA NOB: Maine Analyst Certification # BA-0174, BA-0178
Analyst(s):
PLM (13)
PLM Grav. Reduction (8)
Stephen Severn
PLM (6)
PLM Grav. Reduction (3)
Zackary Carbee
Christina Lentz, Laboratory Manager or Other Approved Signatory
Reviewed and approved by:
EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. This test report must not be used to claim product endorsement by NVLAP or any agency of the U.S. Government. EMSL bears no responsibility for sample collection activities or analytical method limitations. The laboratory is not responsible for the accuracy of results when requested to physically separate and analyze layered samples. PLM alone is not consistently reliable in detecting asbestos in floor coverings and similar NOBs
Samples analyzed by EMSL Analytical, Inc. South Portland, ME Initial report from: 10/20/201710:57:15
Test Report:EPAMultiTests-7.32.2.D Printed: 10/20/2017 10:57AM Page 6 of 6
ACAD - 233172 01 26 01 - 1
031414 CONTRACT MODIFICATION PROCEDURES
SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. The work of this section consists of administrative and procedural requirements for contract modifications.
1.2 DEFINITIONS AND ALLOWANCES
A. Home Office Overhead: Those costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):
1. Rent
2. Utilities
3. Furnishings
4. Office equipment
5. Executive and management staff not exclusively assigned to the project
6. Support, accounting, and administrative staff
7. Preparation of cost proposals, estimating, and schedule analyses connected with
Modifications
8. Estimating and preconstruction services
9. Mortgage costs
10. Real estate and corporate taxes
11. Automobile maintenance and travel costs for home office personnel
12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.
13. Depreciation of equipment and other assets
14. Home office supplies (paper, staples, etc.)
15. Legal services
16. Accounting and data processing
17. Professional fees/registration
B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with the preparation of modifications will not be allowed. The costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:
1. Project Manager, Assistant Project Manager
2. Superintendent, Assistant Superintendent
3. Quality Control, Safety Officer, Environmental Manager, etc.
4. Engineers
5. Travel, lodging, and per diem (as established by Federal Travel Regulations)
ACAD - 233172 01 26 01 - 2
6. Scheduling
7. Field Office Trailers and associated temporary utilities
8. Field office supplies
a. Mailing and couriers
b. Reproduction costs
c. Storage
d. Phones
e. Computers
f. Copiers
9. Personal vehicles i.e. Superintendent Pickup trucks
C. General Requirements: These are costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate. The following items, if applicable, are considered allowable costs for calculating
General Requirements:
1. Hoisting
2. Material handling
3. Temporary fencing
4. Port-a-lets
5. Trash removal, dumpsters
6. Barricades
7. Small tools
8. Safety supplies
9. Scaffolding
10. Daily cleaning
11. Traffic control
12. Temporary signage
13. Temporary heating and power
D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on the project site. Modification costs for salaried workers are only allowed within the structure of a 40 hour week and no overtime or holiday pay will be allowed.
1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:
a. Base Rate: This is the hourly rate paid directly to the worker
b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that the business must pay on behalf of the worker to government entities and educational forums , such as:
1) Social Security
2) Medicare
3) Workers Compensation– Policy and company calculation to be made available.
4) FUTA– Cap Rate and percentage to be proportionally allocated over one year.
5) SUTA– Cap Rate and percentage to be proportionally allocated over one year.
ACAD - 233172 01 26 01 - 3
6) Union agreement costs – Other costs required under an enforceable collective bargaining agreement.
c. Fringe Benefits: Various non-wage compensations provided to employees such as:
1) Health Care Insurance Premiums
2) Cell Phone
3) Clothing
4) 401K and Pensions
5) Vehicle allowances
6) Gas allowance
7) Life insurance premiums
8) Disability insurance
9) Other Fringe Benefits required under an enforceable collective bargaining agreement
E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.
F. General Liability Insurance: An insurance policy that protects the contractor from claims resulting from bodily injury or property damage to a third party. Include this as a separate line item within all modification proposals and provide a current insurance quote upon request.
G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each individual project based on a sliding scale which relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.
H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.
1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS
A. General:
1. Your proposal must be received in the format and within the time frame specified in the Request for Proposal letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.
2. The proposal must be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed that that they are included in the hourly rate shown, or contractor is not requesting reimbursement. Contractor may utilize the government provided Contractor Estimate http://en.wikipedia.org/wiki/Employee http://en.wikipedia.org/wiki/Surety_bond http://en.wikipedia.org/wiki/Insurance http://en.wikipedia.org/wiki/Bank http://www.nps.gov/dscw/publicforms.htm#ct
ACAD - 233172 01 26 01 - 4
Form, or their own form, provided that it contains the same information and level of detail as the Gov’t provided form.
3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction
Schedule”, for time impact analysis requirements. TIA and associated costs must be received with the proposal by the date shown within the Request for Proposal letter.
Contractor’s failure to submit within the specified time frame will be construed as the
Contractor waiving the right for additional time and no time extension will be allowed.
4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.
5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the NPS.
All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.
6. All pricing and production rates within the estimate must be based on fair and reasonable pricing.
7. Pricing shal not include any built-in contingency.
B. Labor:
1. Contractor shall estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work.
Any work proposed that will require overtime work or premium pay shall be itemized separately. All rates shall be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, FICA, FUTA, and other direct costs resulting from Federal, State or local laws.
2. Itemize labor costs for equipment operators separate from equipment costs.
3. The labor cost for foremen shall only be costs for related work required for the modification.
C. Materials:
1. The estimated cost for materials shall include quotes from multiple sources. Material prices must include all applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.
2. No markup shall be applied to any material provided by the NPS.
D. Equipment:
1. Equipment used for the project must be appropriately sized for the work being performed.
2. Do not include costs for “miscellaneous tools and equipment”, in your proposal for a replacement value of $500 or less. Costs shown in excess of $500 must be broken out separately.
3. Regardless of ownership, the rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:
http://www.nps.gov/dscw/publicforms.htm#ct
ACAD - 233172 01 26 01 - 5
a. U.S. Army Corps of Engineers , Ownership and Operating Expense Schedule (use latest edition and applicable region)
b. Construction Blue Book
c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.
4. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per FAR 31.105(d)(2)), depreciation, storage, insurance, and all incidentals. Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.
5. Estimate the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.
6. Standby unit rates used are to be in accordance with paragraph 1.3, D, 2, above. If the
US Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then ½ of the equipment costs minus any operating costs, major repair and overhaul will be accepted.
7. If equipment is in standby mode due solely to a documented NPS delay, the established standby rate shall apply from the first day of the delay.
8. Equipment that is not used and on the jobsite for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work. Equipment that is still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.
9. Requests for compensation for equipment stand by time must be justified, documented and itemized separately.
10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.
E. Establishment and Application of Overhead and Profit Percentages:
1. Home Office Overhead and Profit (OH&P) shall be applied to direct costs only. Profit shall not be applied to overhead amounts; and overhead shall not be applied to profit.
Home office overhead shall contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in FAR Part 31which have been applied to the specific type of work included in this project. Negotiated rates shall not exceed the following percentages for OH&P for contractor self-performed work:
Overhead………………10%
Profit………………5.4%
2. Total aggregate limit of markup (OH&P) for contractor and subcontractors on modification work shall not exceed 25%. The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.
3. If contractors form a partnership, than the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to par
1.3,E,1 above). It is the responsibility of the partners to decide on the division of revenue.
ACAD - 233172 01 26 01 - 6
4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, the overhead and profit mark-ups are required on the net increases and deducted on net decreases.
5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012601
ACAD - 233172 01 27 00 - 1
082714 DEFINITION OF CONTRACT LINE ITEMS
SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS
PART 1 - GENERAL
1.1 SUMMARY
A. This section sets forth the requirements for preparing the Bid Schedule by Contract Line Item
Number (CLIN).
B. A Bid Schedule will be provided by the Government as part of the Solicitation for this acquisition. Item Numbers on the Bid Schedules shall be shown as follows:
1. Contract Line Item Number (CLIN) – 010: Provide a Lump Sum Price for all labor, material, equipment and supervision necessary to complete the Work of this Contract in accordance with the Plans and Specifications.
2. CLIN 010 shall be broken down by sub-CLIN’s 010a through 010e, the limits of which are described under Article 3.1 of this Section.
3. The Sum of sub-CLIN’s 010a through 010e shall equal CLIN 010 and will be the base bid for this acquisition.
1.2 RELATED WORK
A. The General Requirements, Technical Specifications and Drawings included in this manual and all other Contract Documents.
1.3 INTENT OF THIS SECTION
A. The intent of this section is to explain, in general, what is and what is not included in each item on the Bid Schedule and the limits or cut-off points where one item ends and another begins.
B. Lump Sum Items: Provide the total price for direct costs including all required labor, materials, products, tools, equipment, plant, transportation, services, incidentals and Contractor’s mark-up including general conditions, overhead and profit, bonding, etc. as required to complete that portion of the Work as indicated on the drawings, as specified herein and as required by field conditions and applicable regulatory requirements.
C. Unit Price Items: There are no unit price items included in this acquisition.
D. Optional Items: There are no optional items included in this acquisition.
ACAD - 233172 01 27 00 - 2
082714 DEFINITION OF CONTRACT LINE ITEMS
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 LIST OF CONTRACT LINE ITEMS
A. Contract Line Item No 010: The sum of Sub-CLIN’s 010a through 010e, plus the addition of the contractors mark-ups shall be entered as a Lump Sum in the CLIN 010space on the Bid
Schedule
1. CLIN 010a – Asbestos Abatement: All work necessary to complete the abatement of
Asbestos Containing Materials (ACM) as requires to perform the Work of this contract and as specified
2. CLIN 010b – Demolition, Concrete, Misc. Metals, Rough Carpentry, Finish Carpentry, Architectural Woodwork, Roofing and Accessories, Interior Finishes and Specialties: All work necessary to the complete; the general and selective demolition, existing surface preparation, new interior walls and partitions, new ceilings, new doors and hardware, new casework and trim, new ceilings, interior painting, tiling, carpeting and accessories as specified and as indicated on the drawings.
3. CLIN 010c – Mechanical: All work necessary to complete the work for mechanical demolition, new heating, plumbing, HVAC and controls as specified and as indicated on the drawings.
4. CLIN 010d – Electrical: All work necessary to complete the work for the electrical demolition, new panels, distribution, outlets, switches and lighting as specified and as indicated on the drawings
5. CLIN 010e – Communications and Security: All work necessary to complete the work for the new fire alarm extension, video surveillance system, panic and intrusion alarm, network data cabling and switching and telephone systems as specified and as indicated on the drawings
3.2 CONTRACTOR’S RESPONSIBILITY FOR FULL SCOPE OF WORK
A. The Contractor shall provide all labor, materials, equipment and services necessary to complete the work of this Contract including all work indicated on the drawings, specified herein, and as required by referenced and industry standards, applicable codes and existing field conditions.
B. If, in the opinion of the Offerer, no CLIN exists for a portion of the work shown or specified, costs for that work shall be included in the most closely related contract line item.
END OF SECTION
ACAD - 233172 01 31 00 - 1
091015 PROJECT MANAGEMENT AND COORDINATION
SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the…
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