B08_Attach_5_FOVA_241806-309903_Division_-1_Specs.pdf

Architecture

Planning

Conservation

100% COMPLETE CONSTRUCTION DOCUMENTS

Rehabilite Historic Main Parade Ground Barracks Buidilng

993 at Fort Vancouver Na� onal Historic Site, WA Na� onal Park Service | July 1, 2019

VOLUME 1A OF 4

FINAL CONSTRUCTION DOCUMENTS

March 2, 2020June 21, 2021

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D iv is io n

S p e ci fi ca o n s

K.Gillard Text Box

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FOVA 241806 00 01 10-1

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 26 01 Contract Modification Procedures

01 27 00 Definition of Contract Line Items

01 31 00 Project Management & Coordination

01 32 16 Construction Schedule

01 32 33 Photographic Documentation

01 33 23 Submittal Procedures

• Submittal List

01 35 13.22 Archeological Protection

01 35 23 Safety Requirements

01 35 91 Historic Preservation Treatment Procedures

01 40 00 Quality Requirements

01 42 00 Reference Standards

01 50 00 Temporary Facilities and Controls

01 57 19.11 Indoor Air Quality Management

01 57 19.12 Noise & Acoustics Management

01 57 23 Temporary Storm Water Pollution Prevention

01 67 00 Product Requirements

01 73 29 Cutting and Patching

01 73 40 Execution

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

• Closeout and O&M Procedures List

01 78 23 Operation and Maintenance Data

01 79 00 Demonstration and Training

01 81 13 Sustainable Design Requirements

01 91 14 Total Building Commissioning

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Removal of Pavements and Structures

02 41 19 Selective Structure Demolition

02 82 13 Asbestos Abatement

02 82 21 Materials Containing <1% Asbestos

DIVISION 03 – CONCRETE

03 30 00 Cast-In-Place Concrete

DIVISION 04 – MASONRY

04 01 20 Maintenance of Unit Masonry

04 01 41 Stone Cleaning

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DIVISION 05 – METALS

05 12 00 Structural Steel

05 50 00 Metal Fabrications

05 52 00 Metal Handrails

05 52 13 Pipe and Tube Railings

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

06 20 13 Exterior Finish Carpentry

06 20 23 Interior Finish Carpentry

06 40 23 Interior Architectural Woodwork

06 43 00 Wood Stairs and Railings

06 64 00 Plastic Paneling

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 13 10 Self-Adhering Sheet Waterproofing

07 21 00 Building Insulation

07 25 00 Weather Barriers

07 62 00 Sheet Metal Flashing and Trim

07 63 10 EPDM Coating of Gutter Liner

07 84 00 Firestopping

07 92 00 Joint Sealants

DIVISION 08 – OPENINGS

08 01 52.93 Treatment of Historic Wood Windows

08 14 33 Stile and Rail Wood Doors

08 14 33.98 Treatment of Historic Wood Doors

08 30 50 Access Doors

08 52 00 Wood Windows

08 53 00 Insulating Windows

08 71 00 Door Hardware

08 74 13 Low-Energy Door Operators

08 80 00 Glazing

08 91 00 Louvers

DIVISION 09 – FINISHES

09 23 00 Gypsum Plastering

09 24 00 Portland Cement Plastering

09 29 00 Gypsum Board

09 30 00 Tiling

09 51 00 Acoustical Ceilings

09 55 00 Rehabilitation of Pressed Metal Ceilings

09 64 00 Wood Flooring

09 65 00 Resilient Flooring

09 68 13 Tile Carpeting

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09 91 13 Exterior Painting

09 91 23 Interior Painting

DIVISION 10 – SPECIALTIES

10 11 24 Tackable Wall Systems

10 14 23 Panel Signage

10 21 13 Metal Toilet Compartments

10 28 00 Toilet, Bath, and Laundry Accessories

10 44 13 Fire Extinguisher Cabinets

10 44 16 Fire Extinguishers

DIVISION 11 – (NOT USED)

DIVISION 12 – FURNISHINGS

12 36 61 Solid Surface Countertops

DIVISION 13 – (NOT USED)

DIVISION 14 – CONVEYING EQUIPMENT

14 24 00 Hydraulic Elevators

DIVISION 15-20 (NOT USED)

DIVISION 21 – FIRE SUPPRESSION

21 05 00 Common Work Results for Fire Suppression

21 10 00 Water Based Fire Suppression Systems

DIVISION 22 – PLUMBING

22 05 00 Common Work Results for Plumbing

22 05 19 Meters and Gauges for Plumbing

22 05 23 General Duty Valves and Specialties for Plumbing

22 05 29 Hangers, Supports, and Anchors Plumbing

22 05 48 Vibration and Seismic Controls for Plumbing Piping and Equipment

22 05 53 Identification for Plumbing Piping and Equipment

22 05 90 Pressure Testing for Plumbing Systems

22 05 93 Testing, Adjusting, and Balancing for Plumbing

22 07 00 Insulation for Plumbing

22 08 00 Commissioning for Plumbing

22 21 13 Pipe and Pipe Fittings Plumbing

22 21 23 Pumps for Plumbing

22 25 00 Plumbing Water Treatment

22 30 00 Plumbing Equipment

22 40 00 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

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23 05 00 Common Work Results for Heating, Ventilation, and Air Conditioning

23 05 29 Hangers, Supports, and Anchors for HVAC

23 05 48 Vibration and Seismic Controls for HVAC Piping and Equipment

23 05 53 Identification for HVAC Piping and Equipment

23 05 90 Pressure Testing for HVAC Systems

23 05 93 Testing, Adjusting, and Balancing for HVAC

23 07 00 Insulation for HVAC

23 08 00 Commissioning for HVAC

23 09 93 Sequence of Operations for HVAC Controls

23 21 13 Pipe and Pipe Fittings HVAC

23 31 01 HVAC Ducts and Casing-Low Pressure

23 33 00 Air Duct Accessories

23 34 00 HVAC Fans

23 37 00 Air Outlets and Inlets

23 40 00 HVAC Air Cleaning Devices

23 72 00 Air to Air Energy Recovery Units

23 81 00 Decentralized Unitary HVAC Equipment

23 84 10 Electric Heating Equipment

DIVISION 24 – 25 (NOT USED)

DIVISION 26 – ELECTRICAL

26 05 00 Common Work Results for Electrical

26 05 19 Low Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 29 Hangers and Supports for Electrical Systems

26 05 33 Raceways and Boxes for Electrical Systems

26 05 43 Underground Ducts and Raceways for Electrical Systems

26 05 45 Seismic Restraints for Raceways and Electrical Equipment

26 05 53 Identification for Electrical Systems

26 05 73 Overcurrent Protective Device Coordination Study

26 05 80 Electrical Testing

26 09 23 Lighting Control Devices

26 09 43 Network Lighting Controls

26 09 93 Sequence of Operations for Lighting Control

26 24 13 Switchboards

26 24 16 Panelboards

26 27 26 Wiring Devices

26 28 16 Enclosed Switches and Circuit Breakers

26 33 23 Central Battery Equipment

26 43 13 Surge Protection Devices

26 50 00 Lighting

DIVISION 27 – COMMUNICATIONS

27 05 00 Common Work Results for Communications

27 05 26 Grounding and Bonding for Communication Systems

27 05 28 Pathways for Communication Systems

27 05 43 Underground Ducts and Raceways for Communications

27 08 00 Commissioning of Communications

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27 11 00 Communications Equipment Room Fittings

27 11 19 Communications Termination Blocks and Patch Panels

27 13 00 Communications Backbone Cabling

27 15 00 Communications Horizontal Cabling

27 51 23 Intercommunications and Program Systems

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security

28 05 13 Conductors and Cables for Electronic Safety and Security

28 08 00 Commissioning for Fire Alarm and Security

28 13 00 Access Control

28 16 00 Intrusion Detection

28 23 00 Video Surveillance

28 30 00 Fire Detection and Alarm

DIVISION 29-30 (NOT USED)

DIVISION 31 – EARTHWORK

31 10 00 Site Preparation & Plant Protection

31 11 00 Clearing and Grubbing

31 23 00 Site Excavation and Grading

31 23 33 Utility Trenching and Backfilling

31 37 00 Riprap

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base

32 12 13 Bituminous Prime and Tack Coats

32 12 16 Bituminous Concrete Pavement

32 13 20 Site Concrete

32 17 23 Pavement Markings

32 84 00 Irrigation

32 90 00 Planting

DIVISION 33 – UTILITIES

33 05 26 Utility Line Marking

33 13 03 Water Piping and Appurtenances

33 21 15 Disinfection of Water Distribution System

33 31 12 Gravity Sewer Pipe

33 41 13 Storm Drain Pipe & Appurtenances

DIVISION 34-49 (NOT USED)

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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. Work under other contracts.

3. Contractor use of premises.

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: Fort Vancouver National Historic Site, Vancouver, Washington.

B. The Work consists of the following:

1. PMIS 241806: The Work includes the rehabilitation of Barrack Building 993. Building

993 is an historic U.S. Army Barrack. Work includes structural upgrades, accessibility improvements, mechanical, plumbing, and electrical systems, site work including the parking lot and sidewalks along McClellan Road, and interior and exterior rehabilitation.

a. Project is designed to comply with a Certification Level according to the U.S. Green

Building Council's Leadership in Energy & Environmental Design (LEED) Rating

System, as specified in Division 01 Section "Sustainable Design Requirements."

2. PMIS 309903: The Work includes the Crossroads Parking Lot, consisting of a new asphalt parking lot located south of Building 748 and east of Fort Vancouver Way, curb and sidewalk improvements along Fort Vancouver Way, and new street lighting within the new parking lot, with the following additional options:

a. Option 1: Concrete plaza area near the intersection of Fort Vancouver Way and E.

5th Street. The plaza area will connect to Alvord Road and sidewalk on the north side of E. 5th Street.

b. Option 2: Replace existing concrete sidewalk and make connect to surrounding paths shown on plans; Sawcut existing road to reduce width.

c. Option 3: New road access to Park Road and sidewalk construction; Parking improvements along the north side.

d. Option 4: Improve parking lot grades to meet ABA standards. Existing parking lot is located east of buildings 721 and 722 and west of Fort Vancouver Way. Install new concrete sidewalk to building 721.

e. Option 5: New concrete path to provide an ABA route to building 704. Install new stairs to McClellan Road. Stairs will be located on the west side of building 786.

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f. Option 6: New road connection between existing parking lot and access road on the north side of E. 5th Street. These improvements will be located on the west side of building 786.

C. Project will be constructed under a single prime contract.

1.3 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises within the Limits of Work indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to Limits of Work boundary as shown on the

Drawings. Contractor has unrestricted access to areas within this boundary.

B. Parking: For PMIS 241806, Contractor parking is provided at the asphalt parking lots located south of Barracks Building 989 and Administration Building 991. Parking is not permitted in the parking lot immediately south of Building 993. If additional parking is required, Contractor to notify CO to determine the best areas for overflow parking. For PMIS 309903, Contractor to coordinate parking areas with Contracting Officer prior to start of project.

C. Storage of Materials: Confine storage of materials to the asphalt parking lot located south of

Administration Building 991 and west of Barracks Building 993.

D. 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.

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.

5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

E. Driveways and Entrances: Main access to the site is McClellan Road. Contractor is not permitted to use Alvord Road for access and/or deliveries. Vehicle and pedestrian access to Building P754 and adjacent parking lot shall be available at all times. 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. Schedule deliveries to minimize use of driveways and entrances.

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

F. Construction Camp: Establishment of a camp within the park will not be permitted.

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G. 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.

1.4 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.

Road closures will be permitted, when required, upon specific approval of Contracting Officer for a maximum of 4 hours.

1.5 OCCUPANCY REQUIREMENTS FOR BUILDINGS

A. Government may occupy some existing buildings near construction work areas. Cooperate with

Government during construction operations to minimize conflicts and facilitate Government usage.

Perform the Work so as not to interfere with Government’s day-to-day operations. Maintain existing exits, unless otherwise directed.

B. The Contractor shall assume 987, 704, 722, 728, 754, 400, 402, 404, and 405 are or will be occupied during construction.

C. Maintain access to existing walkways, corridors, and occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the CO.

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. 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. 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. On-Site Work Hours: Work shall be generally performed during normal business working hours of

7:00 a.m. to 6:00 p.m., Monday through Friday, except when otherwise indicated.

1. If weekend, evening, or early morning hours are needed to complete project on schedule, Contractor shall obtain approval for proposed hours from Contracting Officer at least two days in advance of proposed additional work.

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B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

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.

C. 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. Maximum duration to be 1 hour during regular working hours as specified herein unless approval for variation is granted by Contracting Officer.

3. Do not proceed with utility interruptions without Contracting Officer’s written permission.

D. Designated Smoking Area: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes. A designated smoking area shall be provided at the exterior of the building as noted in the drawings Overall Site Plan, L1.1.

E. Archeological Monitoring: Site work will require archeological monitoring as specified in

013513.22 Archeological Protection.

F. Hazardous Materials in Soil: Lead abatement of the existing soil around the barracks buildings will be completed prior to the start of the project in the fall of 2019. A final action report after completion of remediation will be available to the contractor by request. The soils report titled “East and South

Vancouver Barracks: Investigation Summary and Engineering Evaluation/ Cost Analysis” is provided as an Appendix to the Project Manual for reference of areas around the project site tested for lead contamination.

1. Soil remediation will not occur at areas that currently have asphalt surfaces that will be removed as part of this project scope. It is unknown if the soil is contaminated under these asphalt areas.

2. Contractor to test soil at existing asphalt areas to be removed prior to commencing work and to provide results to the Contracting Officer.

a. Additional hazmat protection may be required for work in these areas. Contractor to submit a soil management plan to the Contracting Officer if lead is present.

b. Soil remediation may be required at areas that have new landscape as noted in specification 01 27 00 “Contract Line Items”.

c. Areas that will be re-paved will not require remediation.

1.8 SPECIAL CONSTRUCTION REQUIREMENTS

A. Project Website: A project website administered by the NPS will be used for purposes of managing communication and documents during the construction stage.

1. See Section 01 31 00 “Project Management and Coordination” for requirements on using the Project Website.

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1.9 ADDITIONAL REPORTS

A. Pre-Renovation Asbestos Survey Report, Fort Vancouver Historic Site Building 993 prepared by

PBS, dated April 2018.

B. Geotechnical Engineering Report for the Utilities Project at Fort Vancouver National Historic Site prepared by GeoEngineers and dated February 17, 2014.

C. Soils Report at the East and South Vancouver Barracks: Investigation Summary and Engineering

Evaluation/ Cost Analysis by WindWard LLC Environmental LLC

D. Fort Vancouver Electrical Calculations prepared by PAE.

1. Section I + II - General + Load Calculations

2. Section III - Fault Current One-Line

3. Section III – Fault Current + Arc Flash Calculations

4. Section IV - Voltage Drop Calculations Table

5. Section IV - Voltage Drop Materials + Lengths

6. Section IV - Voltage Drop One-Line

7. Section V - Lightning Risk Assessment

E. FOVA Building 993 Structural Calculations and Statement of Structural Tests and Special

Inspections.

F. Soil Remediation Action Report: To be provided by NPS once current soil remediation project is completed at the project site (Summer 2020).

G. 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

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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)

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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.

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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 Form, or their

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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 and cannot include 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:

a. U.S. Army Corps of Engineers , Ownership and Operating Expense Schedule (use latest edition and applicable region)

b. Construction Blue Book

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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……………………...8.0%

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.

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.

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PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 012601

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082714 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

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

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS FOR FOVA 241806:

A. Contract Line Item No.0001 Rehabilitation of Building 993.

1. This item consists of structural, mechanical, electrical, plumbing, and accessibility improvements, interior and exterior upgrades for a complete project.

2. Payment will be made at the contract lump sum price.

B. Contract Line Item No. 0002 Sitework

1. This item consists of all of the site work on the project including the courtyard, the western sidewalk to Building 993, new McClellan Road parking lot and sidewalks as shown in the drawings.

2. Payment will be made at the contract lump sum price.

C. Contract Line Item No. 0003 Raising and Re-Building and raising North Porch with new accessible ramp.

1. This item consists of the demolition of the existing porch, new framing inclusive of a new accessible ramp and new stairs, new stone pier extensions, modifications to existing columns (shortening), modifications to existing guardrails and new hand/guard rails at ramp and stairs.

2. Payment will be made at the contract lump sum price.

D. Contract Line Item No. 0004 Over-building the south porches.

1. This item consists of demolition of existing stairs, new porch framing over existing porch framing, modifications to existing guardrails and new hand/guard rails at new stairs.

2. Payment will be made at the contract lump sum price.

E. Contract Line Item No. 0005 Hazardous Abatement.

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1. This item consists of remaining abatement of hazardous materials per the report “Pre-

Renovation Asbestos Survey Report” by PBS and as specified in 02 82 13 Asbestos

Abatement and 02 82 21 Materials Containing <1% Asbestos and completed Hazardous

Abatement Report and as-built drawings to be provided by NPS.

A. Contract Line Item No. 0006: Option A - Blast resistant film at basement and first floor windows.

a. This item consists of the addition of blast resistant film system at basement and first floor windows, including glazing at existing exterior doors.

b. Payment will be made at the contract lump sum price.

B. Contract Line Item No. 0007: Option B - Interior thermal storm windows at all existing windows.

a. This item consists of the addition of interior thermal storm windows at all existing windows.

b. Payment will be made at the contract lump sum price.

C. Contract line Item No. 0008: Option C - VRF Custom Enclosures.

a. This item consists of providing custom VRF enclosures at select conference rooms

– a total of 5 locations. Two locations at Entry Hall are base bid).

b. Payment will be made at the contract price per unit.

D. Contract Line Item No. 0009: Option D: Soil Remediation at Landscape Areas

a. This item consists of removing and properly disposing of 6” of lead-contaminated soil and backfilling with 6” of soil for 100 cubic yards of soil at new landscape areas that were previously covered with asphalt. Soil to be tested as part of the project scope to determine if remediation is required at landscaped areas.

b. Payment will be made at the contract price per cubic yard.

3.2 LIST OF CONTRACT LINE ITEMS FOR FOVA 309903:

A. Contract Line Item No. 0010: Cross Roads Parking Lot and Improvements along Fort Vancouver

Way

1. This item includes all work related to the installation of this parking lot and associated items, installation of curb and gutter, sidewalk, pavement restoration, and drainage improvements as shown on the plans and described in these specifications.

2. Payment will be made at the contract lump sum price.

B. Contract Line Item No. 0011: Interpretive Area

1. This item includes all work related to the installation of a new concrete sidewalk/plaza south of Alord Road and north of E. 5th Street, as shown on the plans and described in these specifications.

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C. Contract Line Item No. 0012: Rose Garden

1. This item includes all work related to removing asphalt and replacing existing concrete sidewalk and make connect to surrounding paths, as shown on the plans and described in these specifications.

2. Payment will be made at the contract lump sum price.

D. Contract Line Item No. 0013: 721/722 Accessible Stalls

1. This item includes all work related to removing existing asphalt, grading and paving for new accessible parking lot and new sidewalk route to building 721, as shown on the plans and described in these specifications.

2. Payment will be made at the contract lump sum price.

E. Contract Line Item No. 0014: Accessible Route to 704

1. This item includes all work related to installing a new accessible route to building 704 and stairs to access McCellan Road from the existing sidewalk on the south side, as shown on the plans and described in these specifications.

2. Payment will be made at the contract lump sum price.

F. Contract Line Item No. 0015: Access Road at Central Lot

1. This item includes all work related to installing a new road connection between existing parking lot and access road on the north side of E. 5th Street., as shown on the plans and described in these specifications.

2. Payment will be made at the contract lump sum price.

G. Contract Line Item No. 0016: Option #1 – 728 East Lot

1. This item includes all work related to installing a new road connection to Park Road and parking improvements east of building 728, as shown on the plans and described in these specifications.

H. Contract Line Item No. 0017: Unit Price #1 – Patch Concrete Paving

1. Sidewalk work to improve sections of sidewalk or add new sidewalk connections as directed by the Contracting Officer. This includes all work to install a square foot of concrete sidewalk and material.

2. Measurement of Payment: The quantity for payment of this item shall be on a square foot basis.

3. Payment will be made at the contract unit price.

I. Contract Line Item No. 0018: Unit Price #2 – Patch Asphalt Pavement

1. Miscellaneous asphalt work as directed by the Contracting Officer. Asphalt work to remove and replace sections of asphalt as directed by the Contracting Officer. This includes all work to install a square foot of new asphalt and material.

2. Measurement of Payment: The quantity for payment of this item shall be on a square foot basis.

3. Payment will be made at the contract unit price.

J. Contract Line Item No. 0019: Unit Price #3 – Pavement Striping

1. Miscellaneous striping works as directed by the Contracting Officer. Striping work to apply painted lines as directed by the Contracting Officer. This includes work to install (1) linear foot of new striping on asphalt.

2. Measurement of Payment: The quantity for payment of this item shall be on a linear foot basis.

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3. Payment will be made at the contract unit price.

END OF SECTION 01 27 00

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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 following:

1. Definitions

2. Construction Coordination.

3. Submittals

4. Coordination Drawings.

5. Requests for Information (RFIs).

6. NPS/DSC SharePoint Project Website.

7. Project meetings.

8. Environmental Coordination.

9. Permits

B. Related Requirements:

1. Section 01 32 16 “Construction Schedule” for preparing and submitting Contractor’s construction schedule.

2. Section 01 73 40 “Execution” for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 “Closeout Procedures” for coordinating closeout of the Contract.

4. Section 01 91 14 “Total Building Commissioning” for coordinating the work with Owner’s

Commissioning Authority.

1.2 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the

Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

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5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Permit requirements.

7. Pre-installation conferences.

8. Project closeout activities.

9. Commissioning activities.

1.3 SUBMITTALS

A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base

Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to the Contracting Officer (CO) for resolution of such conflicts.

c. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

d. Show location and size of access doors required for access to concealed dampers, valves, and other controls.

e. Indicate required installation sequences.

2. Sheet Size: At least 11 by 17 but no larger than 30 by 40 inches.

3. Number of Copies: Submit two opaque copies of each submittal. Contracting Officer will return one copy.

4. Refer to individual Sections for Coordination Drawing requirements for Work in those

Section

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B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:

a. Runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger.

b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.

c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire-Protection System: Show the following:

a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Contracting Officer (CO) will review coordination drawings to confirm that the

Work is being coordinated, but not for the details of the coordination, which are

Contractor's responsibility. If CO determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, CO will so inform

Contractor, who shall make changes as directed and resubmit.

10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 23 "Submittal Procedures."

C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

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1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Preparation Format: AutoCad.dwg, Version 2011 or later, operating in Microsoft

Windows operating system.

3. File Submittal Format: Submit or post coordination drawing files using Portable Document

Format (PDF) file format.

4. Contracting Officer (CO) will furnish Contractor one set of digital data files

(AutoCad.dwg) of Drawings for use in preparing coordination digital data files.

a. CO makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.

b. Digital Data Software Program: Drawings are available in AutoCad.dwg.

D. Division 01 documents: The following items shall be submitted a minimum of one week prior to the Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for the Pre-Construction Conference.

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the Schedule of Values.

4. Accident Prevention Plan.

5. A list of Subcontractors for this project.

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

7. Satisfactory evidence of liability insurance coverage and workman’s compensation for the

Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. Temporary Storm Water Pollution Prevention Plan (SWPP or UPPP).

11. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan.

13. Historic Preservation Treatment Plan.

14. List of Required Construction Permits. Include the following information for each permit:

a. Name of Permit.

b. The Agency(ies) with Jurisdiction issuing the permit.

c. Information required from the Government to complete the permit application.

E. All items listed must be provided to the Contracting Officer before the Pre-Construction

Conference is held. If all of these documents have not been received one week prior to the scheduled Pre-Construction Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

1.4 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the

Contract Documents, Contractor shall prepare and submit an RFI utilizing the form created on the NPS/DSC SharePoint Project website.

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1. CO will not respond to RFIs submitted by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. RFI number, numbered sequentially.

2. Date.

3. RFI subject.

4. Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor's suggested resolution. If Contractor's suggested resolution impacts the

Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

8. Contractor's signature.

9. Requested date for response.

10.