Project_Specs_Bldgs_987-404_for_USFS_Vol_1.pdf

Fort Vancouver National Historic Site Rehabilitation of Buildings 987 and 404 for US Forest Service

Specifications Final Construction Documents Volume 1: Divisions 1‐20

Fort Vancouver Barracks (Building 987 at foreground)

September 24, 2014

Prepared for:

National Park Service Fort Vancouver National Historic Site & Denver Service Center

Prepared by:

Architectural Resources Group Pier 9, The Embarcadero San Francisco, CA 94111

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FOVA 174962 & 175150

ARCHITECT OF RECORD:

______________Stephen J. Farneth_____________

COMPANY:

_____Architectural Resources Group, Inc.________

ENGINEER OF RECORD:

Marjorie Lund

Lund Opsahl LLC

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9-24-2014

Tod Hara

MIG, Inc.

Morgan Heater, PE

Ecotope, Inc.

FOVA 174962 & 175150 TOC-1

TABLE OF CONTENTS

VOLUME ONE

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 26 00 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

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 REFERENCES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 56 39 TEMPORARY TREE AND PLANT PROTECTION

01 57 19.11 INDOOR AIR QUALITY MANAGEMENT

01 57 19.12 NOISE & ACOUSTICS MANAGEMENT

01 57 23 UNDER-AN-ACRE POLLUTION PREVENTION

01 67 00 PRODUCT REQUIREMENTS

01 73 40 EXECUTION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 79 00 DEMONSTRATION AND TRAINING

01 81 13 SUSTAINABILITY REQUIREMENTS FOR NON LEED PROJECTS

01 91 14 TOTAL BUILDING COMMISSIONING

DIVISION 02 – EXISTING CONDITIONS

02 41 19 SELECTIVE STRUCTURE DEMOLITION

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

DIVISION 5 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

05 52 13 PIPE AND TUBE RAILINGS

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DIVISION 06 - WOOD

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 31 13 ASPHALT SHINGLES

07 42 13 FORMED METAL WALL PANELS

07 52 16 STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS

MEMBRANE ROOFING

07 61 00 SHEET METAL ROOFING

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 TREAMENT OF HISTORIC WOOD WINDOWS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 33 STILE AND RAIL WOOD DOORS

08 14 33.98 TREATMENT OF HISTORIC WOOD DOORS

08 30 50 ACCESS DOORS

08 51 13 ALUMINUM WINDOWS

08 52 00 WOOD WINDOWS

08 53 00 INSULATING WINDOWS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING

DIVISION 09 – FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 23 00 GYPSUM PLASTERING

09 24 00 PORTLAND CEMENT PLASTERING

09 29 00 GYPSUM BOARD

09 30 00 TILING

09 51 13 ACOUSTICAL PANEL CEILINGS

09 55 00 REHABILITATION OF PRESSED METAL CEILINGS

09 64 00 WOOD FLOORING

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 43 LINOLEUM FLOORING

09 68 13 TILE CARPETING

09 77 23 FABRIC WRAPPED PANELS

09 911 3 EXTERIOR PAINTING

09 91 23 INTERIOR PAINTING

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DIVISION 10 – SPECIALTIES

10 14 23 PANEL SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 33 ACCORDION FOLDING PARTITIONS

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

12 93 00 SITE FURNISHINGS

DIVISION 13 – Not used

DIVISION 14 – CONVEYING SYSTEMS

14 24 00 HYDRAULIC ELEVATORS

14 42 00 WHEELCHAIR LIFTS

DIVISIONS 15 - 20 – Not used

VOLUME TWO

DIVISION 21 - FIRE SUPPRESSION

21 10 00 AUTOMATIC FIRE SPRINKLER SYSTEM

DIVISION 22 - PLUMBING

22 05 00 COMMON WORK RESULTS FOR PLUMBING

22 05 17 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 48 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 19 PLUMBING PIPING INSULATION

22 08 00 COMMISSIONING OF PLUMBING

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

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22 33 00 ELECTRIC DOMESTIC WATER HEATERS

22 41 00 PLUMBING FIXTURES

22 47 13 DRINKING FOUNTAINS

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

23 00 00 HVAC GENERAL CONDITIONS

23 05 00 COMMON WORK RESULTS FOR HVAC

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 HVAC INSULATION

23 08 00 COMMISSIONING OF HVAC

23 09 93 SEQUENCE OF OPERATIONS FOR HVAC CONTROLS

23 23 00 REFRIGERANT PIPING

23 31 00 HVAC DUCTS AND CASINGS

23 33 00 HVAC DUCT ACCESSORIES

23 34 00 HVAC FANS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLES

23 41 00 PARTICULATE AIR FILTRATION

23 72 19 FIXED-PLATE AIR-TO-AIR ENERGY EXCHANGERS

23 74 13 PACKAGED ROOFTOP EQUIPMENT

23 81 23 COMPUTER ROOM AIR-CONDITIONERS

23 81 26 INVERTER DRIVEN SPLIT-SYSTEM HEAT PUMPS

DIVISIONS 24-25 – Not used

DIVISION 26 ELECTRICAL

26 01 26 ACCEPTANCE TESTING OF ELECTRICAL SYSTEMS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 10 EXISTING SYSTEMS

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 44 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

26 05 75 ELECTRIC SERVICE

26 09 23 LIGHTING CONTROL DEVICES

26 09 43 NETWORK LIGHTING CONTROLS

26 22 00 LOW VOLTAGE TRANSFORMERS

26 24 11 IT ROOM SHUTDOWN PANEL

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

FOVA 174962 & 175150 TOC-5

26 28 13 FUSES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 13 ENCLOSED CONTROLLERS

26 32 13 ENGINE GENERATORS

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY

26 36 00 TRANSFER SWITCHES

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 43 13 SURGE PROTECTIVE DEVICES

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 COMMUNICATIONS

27 05 00 COMMON WORK RESULTS FOR COMMUNICATIONS

27 05 10 COMMON WORK RESULTS FOR AUDIO-VIDEO SYSTEMS

27 05 29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

27 05 33 CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS

27 05 43 UNDERGROUND COMMUNICATIONS PATHWAYS

27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

27 13 00 COMMUNICATIONS BACKBONE CABLING

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

27 41 16 AUDIO-VIDEO SYSTEMS BASIC MATERIALS AND METHODS

27 41 16.10 AUDIO-VIDEO SYSTEMS EQUIPMENT LIST

27 51 16 PAGING SYSTEM

27 51 19 SOUND MASKING SYSTEMS

27 51 19.10 SOUND MASKING SYSTEMS EQUIPMENT LIST

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

28 05 00 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND

SECURITY

28 05 13 CABLES AND CONNECTORS FOR ELECTRONIC SAFETY AND

SECURITY

28 13 00 ACCESS CONTROL

28 16 00 INTRUSION DETECTION SYSTEM

28 23 00 VIDEO SURVEILLANCE

28 31 11 DIGITAL, ADDRESSABLE FIRE ALARM SYSTEM

28 31 12 ZONED (DC LOOP) FIRE ALARM SYSTEM

DIVISIONS 29-30 – Not used

DIVISION 31 EARTHWORK

31 10 00 SITE PREPARATION

31 20 00 EARTH MOVING

FOVA 174962 & 175150 TOC-6

DIVISION 32 EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 16 ASPHALT PAVING

32 13 20 SITE CONCRETE

32 14 00 DECOMPOSED GRANITE OR CRUSHED STONE PAVING

32 93 00 LANDSCAPE WORK

DIVISION 33 UTILITIES

33 81 13 RADIO TOWER

FOVA 174962 & 175150 01 11 00 - 1

050611 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. The Work includes rehabilitation of Building 987 for U.S. Forest Service offices and Building 404 for a U.S. Forest Service radio dispatch center. Building 987 is a historic U.S. Army barracks; Building 404 is not historic. Work includes structural upgrades, accessibility improvements, mechanical and electrical systems, sitework, and interior and exterior rehabilitation of both buildings.

2. Project is designed to comply with a Gold Level according to the U.S. Green Building Council's Leadership in Energy & Environmental Design (LEED) Rating System, as specified in Division 01 Section "Sustainability Requirements for Non-LEED Projects”.

Project certification will not be pursued.

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

1.3 WORK UNDER OTHER CONTRACTS

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

B. Concurrent Work: Government will award separate contract(s) for the following construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract.

1. Sitewide Utilities Upgrades: A separate contract will be awarded to a separate Contractor for the Rehabilitate Utilities and Infrastructure in East and South Vancouver Barracks.

FOVA 174962 & 175150 01 11 00 - 2

This project consists of two phases of construction for installing new water, sewer, storm, power and telephone to the East and South Vancouver Barracks. Phase 1 construction slated for spring of 2015 includes a new water line extension from Evergreen to McClelland road for service to Building 987 and 989, new water line service to Building 404, new power and telephone service to Building 987 and 404, new sanitary sewer connections to Building 987 and 989 temporarily connected to the existing sewer system, replacement of storm water catch basins on Fort Vancouver Way, and water, sewer, power and telephone stub out service installed to Buildings 721 and

722. Phase 2 construction consists of installing remaining water, sewer, storm, power and telephone services throughout the East and South Barracks.

1.4 CONTRACTOR USE OF SITE

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

1. Limits: Confine constructions operations to areas shown on the Drawings.

Modifications to these limits shall be approved by the Contracting Officer.

B. Storage of Materials: Confine storage of materials to areas shown on the Drawings or alternate locations approved by the Contracting Officer.

1. Storage of hazardous materials must meet all Federal, State and local guidelines and regulations. On-site storage of the Contractor’s materials does not imply acceptance or protection of them by the Government.

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.

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.

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. 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.

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

FOVA 174962 & 175150 01 11 00 - 3

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.

G. Hazardous Materials: The existing buildings and site contain hazardous materials. Abatement of these materials is a part of the Contract.

1.5 PUBLIC USE OF SITE

A. The buildings will be closed to the public during construction.

B. 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 (CO) for a maximum of 4 hours.

1.6 OCCUPANCY REQUIREMENTS FOR BUILDINGS

A. Parade Ground Barracks and Other Adjacent Buildings (referred to as the “Premises”)

1. The Government will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government’s operations. Maintain existing exits, unless otherwise indicated.

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

B. Rehabilitated Building 987

1. Government Occupancy of Completed Areas of Construction: Government reserves the right to occupy and to place and install equipment in completed areas of building, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the entire project.

a. Contracting Officer will prepare a Beneficial Occupancy letter for each specific portion of the Work to be occupied before Government occupancy.

b. Obtain a Certificate of Occupancy from the NPS before Government occupancy.

c. Before partial Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.

d. On occupancy, Government will assume responsibility for maintenance and custodial service for occupied portions of building.

FOVA 174962 & 175150 01 11 00 - 4

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 5:00 p.m., Monday through Friday, except when otherwise indicated.

1. If holiday, weekend, evening, or early morning hours are needed to complete project on schedule, Contractor shall obtain approval for proposed hours from COR.

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

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes of buildings within this contract or adjacent, occupied facilities.

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.

1.9 ADDITIONAL REPORTS

A. A report entitled Fort Vancouver Lead Based Paint and AHERA Inspection, dated March 5, 2014, has been prepared by White Shield, Inc.

B. A report entitled Geotechical Engineering Report, Rehabilitate Utilities Project at Fort Vancouver National Historic Site, dated February 17, 2014, has been prepared by GeoEngineers, C. Copies of the reports are available to all plan holders with this package.

D. If conflicts occur between the report and drawings or specifications, the drawings and specifications govern.

FOVA 174962 & 175150 01 11 00 - 5

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

FOVA 174962 & 175150 01 11 00 - 6

FOVA 174962 & 175150 01 26 00 - 1

121212 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 00 – 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)

FOVA 174962 & 175150 01 26 00 - 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.

FOVA 174962 & 175150 01 26 00 - 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

FOVA 174962 & 175150 01 26 00 - 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 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)

FOVA 174962 & 175150 01 26 00 - 5

b. Construction Blue Book

c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.

4. The estimated rental rates shall include the cost of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major overhaul is not included), 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 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. The following percentages establish the maximum allowable markups (OH&P) for contractor self-performed work:

Overhead………………10% Profit…………………5.75%

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 (Not Used)

END OF SECTION 01 10 00

FOVA 174962 & 175150 01 27 00 - 1

050611 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

A. Contract Line Item No. 0001: Rehabilitation of Building 987.

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

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

B. Contract Line Item No. 0002: Rehabilitation of Building 404.

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

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

C. Contract Line Item No. 0003: Repairs to Exterior Wood Cladding at Building 987.

1. This item consists of repairs to exterior wood cladding, including siding, fascia, and trim.

2. Measurement will be made on a square foot basis. Payment will be made at the contract unit price per square foot of cladding repairs.

D. Contract Line Item No. 0004: Replacement of Deteriorated Wood Framing at Building 987.

1. This item consists of replacement of deteriorated wood framing that is uncovered during construction.

2. Measurement will be made on a lineal foot basis. Payment will be made at the contract unit price per lineal foot of framing replacement.

E. Contract Line Item No. 0005: Paint Removal at Stone Masonry at Building 987.

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1. This item consists of removal of paint, paint splatters, and coatings from stone surfaces and sills.

2. Measurement will be made on a square foot basis. Payment will be made at the contract unit price per square foot of paint removal.

F. Contract Line Item No. 0006: Repointing of Stone Masonry at Building 987.

1. This item consists of repointing of stone masonry at Building 987.

2. Measurement will be made on a lineal foot basis. Payment will be made at the contract unit price per lineal foot of repointing.

G. Contract Line Item No. 0007: Metal Gutter Liner Replacement at Building 987.

1. This item consists of replacement of the existing sheet metal gutter liner at Building 987, where the existing is severely deteriorated.

2. Measurement will be made on a lineal foot basis. Payment will be made at the contract unit price per lineal foot of gutter liner replacement.

H. Contract Line Item No. 0008: Metal Gutter Liner Patching at Building 987.

1. This item consists of patching the existing sheet metal gutter liner.

2. Measurement will be made on a square foot basis. Payment will be made at the contract unit price per square foot of patching.

I. Contract Line Item No. 0009: Patching of Plaster Walls and Ceilings at Building 987.

1. This item consists of patching cracks and holes in the existing plaster walls and ceilings at areas of existing damage. Patching required to complete work shown in the Drawings shall be included in Contract Line Item 1.

2. Measurement will be made on a square foot basis. Payment will be made at the contract unit price per square foot of plaster patching.

J. Contract Line Item No. 00010: Patching of Pressed Metal Ceilings at Building 987.

1. This item consists of patching of pressed metal ceilings at areas of existing damage.

2. Measurement will be made on a square foot basis. Payment will be made at the contract unit price per square foot of ceiling repair.

K. Contract Line Item No. 0011: Patching of Existing Wood Flooring at Building 987.

1. This item consists of patching existing wood flooring at areas of existing damage.

Patching shall be limited to areas that will be exposed to view in the completed project.

2. Measurement will be made on a square foot basis. Payment will be made at the contract unit price per square foot of wood floor patching.

L. Contract Line Item No. 00012: Repairs to Existing Roofing at Building 404.

1. This item consists of repairs to the existing roofing at Building 404.

2. Measurement will be made on a square foot basis. Payment will be made at the contract unit price per square foot of roof patching.

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M. Contract Line Item No. 0013: Repairs to Copper Parapet at Building 404

1. This item consists of repairs to the existing copper parapet cap.

2. Measurement will be made on a lineal foot basis. Payment will be made at the contract unit price per lineal foot of repair.

N. Contract Line Item No. 0014: Hazardous Materials Abatement for Buildings 987 and 404

1. This item consists of removal and disposal of all hazardous materials at the project site as described in the White Shield report. See Summary of Work, Section 01 11 00, 1.9, A.

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

O. Contract Line Item No. 0015 – Option A: Basement Exterior Wall Treatment at Building 987.

1. This item consists of providing furring, insulation, and gypsum board sheathing at all basement exterior walls over the existing stone masonry and concrete surfaces, as shown by Partition Types BB and CC.

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

P. Contract Line Item No. 0016 – Option B: Attic Insulation at Building 987.

1. This item consists of providing batt insulation at the floor level of the attic, with the exception of the 3’-0” wide maintenance access path.

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

Q. Contract Line Item No. 0017 – Option C: Porch Roof Material at Building 987.

1. This item consists of providing standing seam metal roofing at the porches in lieu of asphalt shingles. The Base Price shall include asphalt shingle roofing at the porches.

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

R. Contract Line Item No. 0018 – Option D: Exterior Courtyard Improvements at Building 987.

1. This item consists of providing landscape and civil improvements at the south courtyard area. The courtyard will remain as is in the Base Price.

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

S. Contract Line Item No. 0019 – Option E: LED Lighting at Building 987.

1. This item consists of providing LED lighting in lieu of fluorescent lighting at selected fixture types.

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

T. Contract Line Item No. 0020 – Option F: Sound Masking System at Building 987.

1. This item consists of providing a sound masking system at the second floor of Building 987.

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

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U. Contract Line Item No. 0021 – Option G: Ceiling Fans at Building 987.

1. This item consists of providing ceiling fans on the first floor of Building 987 in rooms indicated in the Drawings.

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

V. Contract Line Item No. 0022 – Option H: Vehicle Charging Station.

1. This item consists of providing an electric vehicle charging station at Building 404.

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

W. Contract Line Item No. 0023 – Option J: Roofing Replacement at Building 404.

1. This item consists of removing the existing roofing and providing a new SBS roofing system at Building 404.

a. The Base Price shall include patching of new penetrations in the existing roof, resealing skylights and repair of the existing material only. This price for this work shall be deducted from the Option J price.

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

X. Contract Line Item No. 0024 – Option K: Exterior Wall Treatment at Building 404.

1. This item consists of providing furring, insulation, and gypsum board sheathing at all exterior walls over the existing masonry surfaces, as shown by Partition Type AA.

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

Y. Contract Line Item No. 0025 – Option L: LED Lighting at Building 404.

1. This item consists of providing LED lighting in lieu of fluorescent lighting at selected fixture types.

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

Z. Contract Line Item No. 0026 – Option M: Raising the South Porches at Building 987

1. This item consists of raising the three porches on the south side of the building up to first floor level. Add to stone columns below and remove and shorten the wood columns above the deck. Construction will be similar to the north porch.

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

END OF SECTION 01 27 00

FOVA 174962 &175150 01 31 00 - 1

060613 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. Construction Coordination.

2. Coordination Drawings.

3. Requests for Information (RFIs).

4. NPS/DSC SharePoint Project Website.

5. Project meetings.

6. Environmental Coordination.

7. 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

Contractor’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.

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.

FOVA 174962 &175150 01 31 00 - 2

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 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).

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

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.

FOVA 174962 &175150 01 31 00 - 3

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

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

4. 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.

5. 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.

6. Fire-Protection System: Show the following:

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

7. 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.

8. 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:

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

2. File Submittal Format: Submit or post coordination drawing files using Portable Document Format (PDF) file format.

3. 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.

FOVA 174962 &175150 01 31 00 - 4

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. Under-an-Acre Pollution Prevention Plan (UPPP).

11. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan.

13. Historic Preservation Treatment Plan.

14. Sustainability requirements.

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.

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. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

FOVA 174962 &175150 01 31 00 - 5

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Form: Complete the RFI Form on the NPS/DSC SharePoint website as follows:

1. Enter the general information at the top of the form.

2. Under the “Action” section at the bottom of the form, select “Question” then select

“CMR” in the drop-down of the “Send to” box.

3. Enter the details of the question and attach related documents.

4. Select “Submit Form” at the bottom of the page.

D. Contracting Officer’s Action: CO will review each RFI, determine action required, and respond. CO will determine the critical nature of each RFI and issue a response accordingly.

1. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for…