A06_Specs_02_ORCA_100CD_FINAL_SPECS-DIV-01.pdf

Architecture

Planning

Conservation Correct Life Safety and Cri� cal Defi ciencies

Oregon Caves Chateau

PROJECT MANUAL - VOLUME 01

DIVISION 01 SPECIFICATIONS

Na� onal Park Service | September 13, 2019

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TABLE OF CONTENTS

00 01 10 - 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 AND COORDINATION

01 32 16 CONSTRUCTION SCHEDULE

01 32 33 PHOTO DOCUMENTATION FOR HISTORIC PRESERVATION PROJECTS

01 33 23 SUBMITTAL PROCEDURES

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 & ACCOUSTICS MANAGEMENT

01 57 23 UNDER-AN-ACRE POLLUTION PREVENTION

01 67 00 PRODUCT REQUIREMENTS

01 73 29 CUTTING AND PATCHING

01 73 40 EXECUTION

01 74 19.01 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 74 19.02 PROJECT WASTE MANAGEMENT- APPENDIX A

01 74 19 PROJECT WASTE MANAGEMENT- APPENDIX B

01 77 00 CLOSEOUT PROCEDURES

01 78 23.00 OPERATION AND MAINTENANCE DATA

01 78 23.01 CLOSEOUT AND O. M. REQUIREMENTS

01 79 00 DEMONSTRATION AND TRAINING

01 81 13 SUSTAINABLE DESIGN REQUIREMENTS FOR NON LEED™ PROJECTS

01 91 14 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 07 00 SITE CLEARING AND DEMOLITION

02 41 20 SELECTIVE DEMOLITION

02 81 00 HAZARDOUS MATERIALS REMEDIATION

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 32 00 PEDESTRIAN CONCRETE

DIVISION 04 – (NOT USED)

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DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 00 METAL FABRICATIONS

05 52 00 METAL HANDRAILS AND GUARDRAILS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 13 EXTERIOR FINISH CARPENTRY

06 20 23 INTERIOR FINISH CARPENTRY

06 41 00 ARCHITECTURAL WOOD CASEWORK

06 42 16 WOOD 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 46 23 WOOD SIDING

07 62 00 SHEET METAL FLASHING AND TRIM

07 84 00 FIRESTOPPING

07 87 01 SMOKE BAFFLES

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 03 14 TREATMENT OF HISTORIC WOOD DOORS

08 11 00 METAL DOORS AND FRAMES

08 14 33 STILE AND RAIL WOOD DOORS

08 31 00 ACCESS PANELS

08 52 00 WOOD WINDOWS AND WOOD DOOR & WINDOW ASSEMBLIES

08 71 00 DOOR HARDWARE

08 74 13 LOW-ENERGY DOOR OPERATORS

08 80 00 GLAZING

08 91 00 LOUVERS

DIVISION 09 - FINISHES

09 21 16 GYPSUM BOARD

09 30 00 CERAMIC TILING

09 65 00 RESILIENT FLOORING

09 68 16 SHEET CARPETING

09 80 00 FIBERBOARD WALL & CEILING TREATMENT

09 90 00 PAINTING AND COATING

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DIVISION 10 - SPECIALTIES

10 14 00 SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 00 TOILET AND BATH ACCESSORIES

10 44 00 FIRE PROTECTION SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 – 13 (NOT USED)

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATOR

DIVISION 15 – 20 (NOT USED)

DIVISION 21 – FIRE SUPPRESSION

21 13 00 FIRE SPRINKLER SYSTEMS: WET-PIPE, DRY-PIPE, DELUGE

DIVISION 22 - PLUMBING

22 00 00 PLUMBING GENERAL REQUIREMENTS

22 05 19 METERS AND GAUGES FOR PLUMBING PIPING

22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 23 GENERAL DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING

22 07 00 PLUMBING INSULATION

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

22 13 20 SANITARY DRAINS

22 14 29 SUMP PUMPS

22 42 00 PLUMBING FIXTURES

22 70 00 COMMISSIONING OF PLUMBING SYSTEMS

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 HVAC GENERAL REQUIREMENTS

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING OF HVAC SYSTEMS

23 21 13 HYDRONIC PIPING

23 21 16 HYDRONIC PIPING SPECIALTIES

23 21 23 HYDRONIC PUMPS

23 31 00 HVAC DUCTS

23 33 00 HVAC DUCT ACCESSORIES

23 34 19 HVAC FANS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLS

23 52 00 HEATING BOILER SPECIALTIES

23 52 16 CONDENSING BOILERS

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23 82 29 RADIATORS

23 90 00 MECHANICAL SYSTEMS COMMISSIONING

DIVISION 24 – 25 (NOT USED)

DIVISION 26 - ELECTRICAL

26 05 05 ELECTRICAL DEMOLITION

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 48 SEISMIC CONTROLS FOR ELECTRIAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC-FLASH STUDY

26 09 23 LIGHTING CONTROL DEVICES

26 09 43 RELAY-BASED LIGHTING CONTROLS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 13 OVERCURRENT PROTECTIVE DEVICES

26 28 16 CIRCUIT AND MOTOR DISCONNECTS

26 33 33 STATIC PHASE CONVERTERS

26 36 00 TRANSFER SWITCHES

26 43 13 SURGE PROTECTIVE DEVICES

26 50 00 LUMINAIRES

26 52 13 EMERGENCY AND EXIT LIGHTING

26 60 00 ELECTRICAL SYSTEMS COMMISSIONING

DIVISION 27 – (NOT USED)

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 00 FIRE DETECTION AND EMERGENCY NOTIFICATION SYSTEM

DIVISION 29 – 30 (NOT USED)

DIVISION 31 - EARTHWORK

31 23 16 STRUCTURE EXCAVATION

31 23 33 UTILITY TRENCHING AND BACKFILLING

31 68 13 MICROPILES

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 17 23 ASPHALT PAVEMENT MARKING

32 32 53 MORTARED STONE WALLS

DIVISION 33 –48 NOT USED

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APPENDIX A: GEOTECHNICAL REPORT

APPENDIX B: STRUCTURAL CALCULATIONS

APPENDIX C: HAZARDOUS MATERIALS REPORT

APPENDIX D: FIRE PROTECTION SYSTEMS BASIS OF DESIGN

END OF TABLE OF CONTENTS

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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 phases.

3. Work under other contracts.

4. Government Furnished Materials.

5. Contractor use of premises.

6. Public use of site.

7. Occupancy requirements for buildings.

8. Work Restrictions.

9. Special Construction Requirements.

10. Soils Investigation Report.

11. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Oregon Caves National Monument and Preserve, Oregon Caves Chateau.

B. The Work consists of the following:

1. The Work includes corrections to critical life safety deficiencies at the Oregon Caves

Chateau, National Historic Landmark (NHL) to ensure code compliant emergency egress and fire protection. Completed in 1934, the architecturally complex NHL has significant barriers to accessibility due to its hillside location.The Work shall be conducted in one phase:

a. Correct fire suppression and detection, egress and accessibility deficiencies in public areas, guest rooms, staff quarters, and support spaces. Project includes fire suppression, installation of code compliant egress doors, fire detection and suppression system. Project will address structural deficiencies. Accessibility improvements include conversion of 1st floor guest rooms to be fully accessible

(signage, door widening, closets and lavatories). Public areas will have improved access to dining facilities and restrooms. A three-story elevator will be installed between lobby, dining areas, and lower level employee areas. Project includes replacement of water supply piping, waste vent line piping, toilets and faucets.

Replacement of steam piping, traps and radiators. Replacement of main electric service entrance panel. Installation of plywood shear panels to interior walls. Work includes an internal stairway with fire-rated doors between the 3rd/2nd floors, floor joist replacement, and adding lateral force resistance through addition of plywood sheer walls on all exterior walls. Steel framed balconies will be added to meet fire code egress.

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

1.3 CONTRACTOR USE OF SITE

A. General: Contractor shall have use of premises for construction operations, as defined in these documents, during the specified construction period(s), and shall limit use of the premises to within the limits of construction as indicated on the Drawings.

B. Storage of Materials: Confine storage of materials to staging areas indicated on the drawings or as otherwise directed by Contracting Officer.

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. Preservation of Cultural Resources: The Chateau at the Oregon Caves is designated a National

Historic Landmark. Careful consideration and planning must be implemented during all phases of construction. Only conservative and cautious methods are to be engaged and more aggressive strategies can only be considered once more sensitive treatments have been evaluated and a determination made to be insufficient to achieve a desired outcome with final direction approved by the Contracting Officer. All treatment approaches will be informed by the guidelines and recommendations found in the Secretary of the Interior's Standards for the Treatment of Historic

Structures, along with Guidelines for the Preservation of Cultural Landscapes. The Chateau is managed as a valuable asset by the Park and NPS. Contractor must assume stewardship responsibility and conduct site activities that will protect the historical integrity of this property.

E. Driveways and Entrances: Keep driveways, service roads, service areas, fire hydrants and entrances serving premises clear and available to NPS, NPS 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 construction camp within the park will not be permitted.

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.

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1.4 PUBLIC USE OF SITE

A. The building will be closed to the public during construction. The public will have access to the

Caves and trails through the main road.

1.5 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. Existing Buildings

1. Partial Government Occupancy: 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, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the Contracting Officer (CO).

B. 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.

C. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests one week in advance of the work to the

Contracting Officer for approval.

D. 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.

1.6 WORK RESTRICTIONS

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

7:00 AM to 5:00 PM. Weekend, early morning and holiday work shall be performed only with permission of the Contracting Officer. Contractor shall request permission from the Contracting

Officer for these hours one week in advance of the planned event.

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.

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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 (2) days in advance of proposed utility interruptions.

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

3. Hours for Utility Shutdowns: 1 hour maximum shutdown time during regular working hours as specified herein unless approval for variation is granted by Contracting Officer.

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.7 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.

B. The Oregon Caves and Chalet is open year round. The Contractor shall provide clear access to the

Chalet and caves at all time with appropriate signage as required.

C. Rain, seasonal snow, and snowmelt flooding may interfere with construction at the Work location.

Snow plowing of main access routes into the Park will be performed by the Government. The Park will plow the site access road into the historic district and will stop at the fence the Contractor sets up to define the project work area. The Contractor is responsible for plowing on the construction side of the fence only. When necessary, the Park will plow through the building site in order to access the Park's SAR cache and maintenance storage areas. The Park maintenance crew has seven

(7) days a week coverage and generally begins plowing operations before 7:00 AM

D. The Park or Park roads may be closed by the Government during emergencies. Park roads may become congested by tourist traffic during the summer months, weekends, and holiday periods.

The Contractor shall take into consideration operational limits on site access.

E. A 3D scan of the Chateau is available to the Contractor as a reference of existing conditions and is found at the following website:

1. https://vsa.rds3d.com/

2. Login: Oregon Caves

3. Password: ORCA541

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1.8 SOILS INVESTIGATION REPORT (Not Used)

1.9 ADDITIONAL REPORTS (Not Used)

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

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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)

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b. Construction Blue Book

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

4. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per FAR 31.105(d)(2)), depreciation, storage, insurance, and all incidentals. Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.

5. Estimate the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.

6. Standby unit rates used are to be in accordance with paragraph 1.3, D, 2, above. If the US Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then ½ of the equipment costs minus any operating costs, major repair and overhaul will be accepted.

7. If equipment is in standby mode due solely to a documented NPS delay, the established standby rate shall apply from the first day of the delay.

8. Equipment that is not used and on the jobsite for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work. Equipment that is still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.

9. Requests for compensation for equipment stand by time must be justified, documented and itemized separately.

10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.

E. Establishment and Application of Overhead and Profit Percentages:

1. Home Office Overhead and Profit (OH&P) shall be applied to direct costs only. Profit shall not be applied to overhead amounts; and overhead shall not be applied to profit.

Home office overhead shall contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in FAR Part 31which have been applied to the specific type of work included in this project. Negotiated rates shall not exceed the following percentages for OH&P for contractor self-performed work:

Overhead………………10% Profit………………7.50%

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.

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5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.

PART 2 - PRODUCTS

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

A. Contract Line Item No. 1: Base Scope.

1. This item consists of the following:

a. All demolition and disposition associated with Base Scope construction.

b. All Base Scope work associated with the life safety and accessibility upgrades to the building, including structural strengthening, internal egress stairs, exterior fire escapes, rated enclosures, egress lighting, door hardware upgrades, replacement of existing wall and ceiling finishes, and installation of fire protection and alarm systems; installation of passenger elevator, interior ramps, reception desk, accessible public restrooms and guestroom bathrooms, signage, and associated plumbing, mechanical, and electrical work.

c. All exterior work related to construction, including landscaping, paving and main building entry, porch, stairs, and ramp.

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

B. Contract Line Item No. 2: Option A - Balcony Reconstruction.

1. This item consists of all construction, demolition, and disposition associated with re-construction of the historic east balconies, including structure, decking, railings, and building openings.

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

C. Contract Line Item No. 3: Option B – Coffee Shop Lighting.

1. This item consists of all construction, demolition, and disposition associated with replacing the non-historic Coffee Shop (Room B104) lighting with new fixtures as shown in the drawings.

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2. Base bid is retaining existing fluorescent light fixtures and re-lamping with new LED lamps (total off 44, 4 feet long, T8 equivalent, 3000K lamps).

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

D. Contract Line Item No. 4: Option C – Wainscot Paneling at Level B1.

1. This item consists of all construction, demolition, and disposition associated with installing veneer paneling at the Level B1 wainscot, instead of solid Redwood panels.

a. Base Bid is installation of solid redwood wainscot.

b. Alternate eliminates solid redwood wainscot. Install African Cherry veneer paneling wainscot.

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

E. Contract Line Item No. 5: Option D – Mist Sprinkler System at Building Exterior.

1. This item consists of all construction, demolition, and disposition associated with installing a mist sprinkler system at the building exterior.

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

F. Contract Line Item No. 6: Option E – Full replacement of existing plumbing piping at Basement

Level 3.

1. This item consists of all construction, demolition, and disposition associated with replacing all existing piping at Basement 3 with new piping as specified.

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

G. Contract Line Item No. 7: Option F – Replacement of high efficiency boiler.

1. This item consists of all construction, demolition, and disposition associated with the replacement of the existing boiler at Level B3 with a new high efficiency boiler as specified.

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

H. Contract Line Item No. 8: Option G – Replacement of electric strip heaters at office areas with hydronic heaters.

1. This item consists of all construction, demolition, and disposition associated with replacing existing electric strip heaters at office areas at Level 1 with new hydronic heaters as specified.

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

I. Contract Line Item No. 9: Option H – Replacement of electric forced air heaters remaining in

B2 employee and cafeteria areas with new electric heaters.

1. This item consists of all construction, demolition, and disposition associated with replacing the forced air heaters at Level B2 employee and cafeteria area with new electronic heaters as specified.

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

J. Contract Line Item No. 10: Option J – Full renovation of bathrooms including replacement of existing bathtub or shower pan, wall, floor, and ceiling finishes, new light fixture, and new toilet room accessories at Levels 2 and 3.

1. This item consists of all construction, demolition, and disposition associated with the full renovation of guest room bathrooms at Levels 2 and 3 with the same accessories, finishes, lighting and plumbing fixtures provided at new bathrooms 206A and 205A.

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

K. Contract Line Item No. 11: Option K – Replacement of carpeting throughout levels 2 and 3.

1. This item consists of all construction, demolition, and disposition associated with replacing existing carpeting at the public hallways and guestrooms. Guestrooms to have

CPT-2 installed and hallways to have CPT-1 installed.

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

L. Contract Line Item No. 12: Option L – Replacement of all non-historic light fixtures throughout

Levels 2 and 3 and at staff bedrooms at B2.

1. This item consists of all construction, demolition, and disposition associated with replacing the existing non-historic light fixtures with throughout Levels 2 and 3 and at staff Bedrooms at Basement 2. Estimate (11) L9 Fixtures at corridors and (19) L7 fixtures at Guestrooms/ Staff Bedrooms. Contractor to salvage all fixtures to owner.

2. Base bid is refurbishing existing light fixtures as shown on Electrical drawings.

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

M. Contract Line Item No. 13: Option M – Relocation of new Transformer within 40’-0” of the building structure in lieu of current location next to existing transformer (approximately 125’-0” from the building structure).

1. This item consists of all construction, demolition, and disposition associated with installing a new transformer and concrete pad.

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

N. Contract Line Item No. 14: Option N – Additional grounding electrodes above what is currently in the Contract Documents as determined by the tested grounding resistance of the soil.

1. This item consists of all construction, demolition, and disposition associated with installing additional grounding electrodes.

2. Payment will be made at the contract lump sum 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 DEFINITIONS (Not used)

1.3 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.

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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.

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.

1.4 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 but no larger than 30 by 40 inches.

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3. Number of Copies: Submit two (2) 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.

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."

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

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

Format (PDF) file format. If in AutoCad, provide .dwg files.

2. 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. Schedule of Values

15. 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.

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

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

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 approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. CO's action may include a request for additional information, in which case time for response will date from time of receipt of additional information.

3. CO's action on RFIs may result in the need for a change to the Contract Time or the

Contract Sum. All contract changes will be processed following the terms and conditions of the contract.

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1.6 PROJECT WEB SITE

A. Use the NPS/DSC SharePoint Project website for communication throughout the contract period.

The NPS/DSC SharePoint Project website will be used for the following functions:

1. Project directory.

2. Project correspondence.

3. Meeting agendas and minutes.

4. Contract modifications forms and logs.

5. RFI form and processing.

6. Task and issue management.

7. Photo documentation.

8. Baseline schedule, schedule updates and calendar management.

9. Submittal form and processing.

10. Payment coordination documentation.

11. Drawing and specification document hosting, viewing, and updating.

12. Online document collaboration.

13. Reminder and tracking functions.

14. Archiving functions.

15. Notification of submittal and RFI statuses and current responsible party.

16. Permits and addendums

B. Some documents however are not suitable to be shared using the NPS/DSC SharePoint Project website. Documents containing Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared using the NPS/DSC SharePoint Project website and shall be coordinated with the SharePoint Project team as appropriate.

C. Submit to the CO a list of all employees who will need access to the website. The users will receive an invitation to register from the Department of Interior (DOI). Once the user is registered on the DOI website, they will be given access to the NPS/DSC SharePoint Project website. For login procedures and other SharePoint information, refer to the Workflows website at http://www.nps.gov/dscw/precon_spproj.htm.

D. All users will be required to have the following software packages:

1. Internet Explorer version 7 or later.

2. Adobe Acrobat Professional (Pro) version 9 or later

1.7 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. The meeting agenda will include the following as a minimum:

1. Roles & Responsibilities/ Lines of Authority.

2. Park rules and regulations.

3. Jobsite Safety.

4. Resolution of comments on required Division 01 documents.

5. Coordination of Subcontractors.

6. Labor law application.

7. Modifications.

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8.