B08_Attachment_1-Division_One_Specifications.pdf

GOLDEN GATE NATIONAL RECREATION AREA

REPLACE STINSON BEACH LIFEGUARD TOWER

AND VISITOR SNACK BAR

PMIS NO. 318662

VOLUME 01

DIVISION ONE SPECIFICATIONS

NATIONAL PARK SERVICE

FINAL CONSTRUCTION DOCUMENTS

SEPTEMBER 2025

GOGA – 318662 SEALS PAGE

000107 - 1

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Landscape Architect:

1. Aicha Menendez, DHM Design

2. LA 6689

3. Responsible for Sections

05 52 13 Pipe and Tube Railings

10 73 13 Awnings

31 22 19 Topsoil

32 91 13 Soil Preparation

32 93 00 Plants

END OF DOCUMENT 000107

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Civil Engineer:

1. GREGORY V. MURPHY, Calibre Engineering, LLC

2. CE 44354 .

3. Responsible for Sections

03 10 00 Concrete Forming and Accessories

03 20 00 Concrete Reinforcing

03 39 00 Concrete Curing

31 05 13 Soils for Earthwork

31 10 00 Site Clearing

31 22 13 Rough Grading

31 23 16 Excavation

31 23 16.13 Trenching

31 23 19 Dewatering

31 23 23 Fill

31 25 00 Erosion and Sedimentation Controls

32 05 13 Soils for Exterior Improvements

32 05 16 Aggregates for Exterior Improvements

32 11 23 Aggregates Base Courses

32 12 16 Asphalt Paving

32 13 13 Concrete Paving

33 01 10.58 Disinfection of Water Utility Piping Systems

33 01 30.86 Manhole Rim Adjustment

33 05 05.31 Hydrostatic Testing

33 05 05.33 Infiltration and Exfiltration Testing

33 05 09.33 Thrust Restraint for Utility Piping

33 05 53 Identification for Utilities Piping and Equipment

33 05 61 Concrete Manholes

33 05 63 Concrete Vaults and Chambers

33 05 97 Identification and Signage for Utilities

33 14 16 Site Water Utility Distribution Piping

33 14 17 Site Water Service Utility Laterals

33 14 19 Valves and Hydrants for Water Utility Service

33 31 11 Sanitary Sewerage Piping

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Architect:

1. Wells Squier, Anderson Hallas Architects

2. C-38581

3. Responsible for Sections

05 50 00 Metal Fabrications

05 71 13 Fabricated Metal Spiral Stairs

05 73 00 Decorative Metal Railings

06 15 33 Wood Patio Decking

06 20 13 Exterior Finish Carpentry

06 20 23 Interior Finish Carpentry

06 40 00 Architectural Woodwork

07 11 13 Bituminous Dampproofing

07 21 00 Thermal Insulation

07 27 26 Fluid-Applied Membrane Air Barriers

07 54 19 Polyvinyl-Chloride (PVC) Roofing

07 62 00 Sheet Metal Flashing and Trim

07 72 00 Roof Accessories

07 84 13 Penetration Firestopping

07 84 43 Joint Firestopping

07 92 00 Joint Sealants

08 12 13 Hollow Metal Frames

08 14 16 Flush Wood Doors

08 22 00 Fiberglass Reinforced Plastic (FRP) Doors and Frames

08 31 13 Access Doors and Frames

08 36 13 Sectional Doors

08 41 13 Aluminum-Framed Entrances and Storefronts

08 44 13 Glazed Aluminum Curtain Walls

08 51 13 Aluminum Windows

08 71 00 Door Hardware

08 80 00 Glazing

09 29 00 Gypsum Board

09 51 13 Acoustical Panel Ceilings

09 65 43 Linoleum Flooring

09 67 23 Resinous Flooring

09 91 13 Exterior Painting

09 91 23 Interior Painting

09 93 00 Staining and Transparent Finishing

09 96 46 Intumescent Painting

10 14 23.16 Room-Identification Panel Signage

10 26 00 Wall and Door Protection

10 28 00 Toilet, Bath, and Laundry Accessories

10 44 13 Fire Protection Cabinets

10 50 30 Gear Lockers Wall Mounted

11 00 00 Requirements for Miscellaneous Equipment

000107 - 2

11 40 00 Food Service Equipment

12 36 16 Metal Countertops

12 36 61.16 Solid Surfacing Countertops

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Structural Engineer:

1. Kirk I. Mettam, Silman

2. C 56767

3. Responsible for Sections

03 30 00 Cast in Place Concrete

05 12 00 Structural Steel Framing

06 10 00 Rough Carpentry

31 62 13 Concrete Piles

31 62 19 Timber Piles

09-05-2025

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. HVAC and Plumbing Engineer:

1. Denise Dihle, 360 Engineering

2. 35692

3. Responsible for Sections

22 05 00 Common Work Results for Plumbing

22 05 18 Escutcheons for Plumbing Piping

22 05 19 Meters and Gages for Plumbing Piping

22 05 23.12 Ball Valves for Plumbing Piping

22 05 48 Vibration and Seismic Controls for Piping and Equipment

22 05 53 Identification for Plumbing Piping and Equipment

22 07 19 Plumbing Piping Insulation

22 11 16 Domestic Water Piping

22 11 19 Domestic Water Piping Specialties

22 11 23.21 Inline, Domestic-Water Pumps

22 13 16 Sanitary Waste and Vent Piping

22 13 19 Sanitary Waste Piping Specialties

22 14 14 Storm Drainage Piping

22 14 23 Storm Drainage Piping Specialties

22 33 00 Electric, Domestic-Water Heaters

22 42 13.13 Commercial Water Closets

22 42 16.13 Commercial Lavatories

22 42 16.16 Commercial Sinks

22 42 23 Commercial Showers

23 05 00 Common Work Results for HVAC

23 05 29 Hangers and Supports for HVAC Piping and Equipment

23 05 48 Vibration and Seismic Controls for HVAC

23 05 53 Identification for HVAC Piping and Equipment

23 05 93 Testing, Adjusting, and Balancing for HVAC

23 07 13 Duct Insulation

23 31 13 Metal Ducts

23 33 00 Air Duct Accessories

23 34 16 Centrifugal HVAC Fans

23 74 23.16 Packaged, Electric, Outdoor, Heating-Only Makeup-Air Units

23 82 36 Finned-Tube Radiation Heaters

23 82 39.13 Cabinet Unit Heaters

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Electrical Engineer:

1. Jon Brooks

2. E-17048

3. Responsible for Sections

260500 - COMMON WORK RESULTS FOR ELECTRICAL

260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

260923 - LIGHTING CONTROL DEVICES

262413 – SWITCHBOARDS

262416 - PANELBOARDS

262713 - ELECTRICITY METERING

262726 - WIRING DEVICES

264113 - LIGHTNING PROTECTION FOR STRUCTURES

264313 - SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER

CIRCUITS

270010 - Supplemental Requirements for Communications

270526 - Grounding and Bonding for Communications Systems

270528 - Pathways for Communications Systems

270529 - Hangers and Supports for Communications Systems

270544 - Sleeves and Sleeve Seals for Communications Pathways and Cabling

270553 - Identification for Communications Systems

271116 - Communications Racks, Frames, and Enclosures

271513 - Communications Copper Horizontal Cabling

280010 - Supplemental Requirements for Electronic Safety and Security

283100 - Intrusion Detection

283111 - DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

GOGA 318662 TABLE OF CONTENTS - 1

GOGA 318662

TABLE OF CONTENTS – VOLUME 01

000107 Seals Page

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 26 01 Contract Modification Procedures

01 27 00 Definition of Contract Line Items

01 31 00 Project Management & Coordination

01 32 16 Construction Schedule

01 32 33 Photographic Documentation

01 33 23 Submittal Procedures

01 33 23A Submittal List

01 34 00 Natural Habitat Requirements

01 35 13 Archeological Protection

01 35 23 Safety Requirements

01 35 30 Hazardous Materials

01 40 00 Quality Requirements

01 42 00 Reference Standards

01 45 00 Environmental Protection

01 50 00 Temporary Facilities and Controls

01 50 02 Trucking

01 57 19.11 Indoor Air Quality Management

01 57 19.12 Noise & Exterior Lighting Management

01 57 23 Temporary Storm Water Pollution Prevention

01 60 00 Soils Management

01 67 00 Product Requirements

01 7329 Cutting and Patching

01 73 40 Execution

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

01 79 00 Demonstration and Training

01 79 00A Closeout and Operations & Maintenance Requirements

01 81 13 Sustainable Design Requirements for Non LEED™ Projects

01 91 14 Total Building Commissioning

END OF TABLE OF CONTENTS

GOGA - 318662 01 11 00 - 1

Feb 2025 JRM 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. Government Furnished Materials.

4. Contractor use of the site

5. Contractor access and use of site

6. Occupancy requirements for buildings.

7. Work Restrictions.

8. Special Construction Requirements.

9. Field Verification

10. Storm Water Pollution Prevention Plan

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: The project location is in Stinson Beach within the Golden Gate National

Recreation Area (GOGA). The Work consists of the following:

1. The Work includes but is not limited to demolition of the existing lifeguard tower and snack bar; demolition and/or abandonment of utilities; demolition of site features and removal and transplanting of plants to facilitate the new construction; construction of new three-story lifeguard tower and single-story garage and snack bar with new mechanical, electrical, and plumbing utilities. Site improvements include partial replacement of access drive, new concrete aprons, wood boardwalk ramp and deck, and utilities. Restoration of the site includes planting at areas disturbed by construction activities, mitigation planting, and site protections to create new dune and wetland habitat. Environmental protection of the surrounding dunes, plants, trees, sand, wetlands, and wildlife habitat is a critical component of all aspects of this work and required as an on-going component of the work.

Reference contract documents for the full project scope.

2. Reference Section 01 27 00 “Definition of Contract Line Items” for a description of the base bid and bid options.

3. A Construction Schedule laying out project start and completion dates along with scope tasks shall be submitted per the Spec Section 01 3216 “Construction Schedule.”

4. This project is not seeking a Certification Level according to the U.S. Green Building

Council's Leadership in Energy & Environmental Design (LEED) Rating System. See

Division 01 Section "Sustainable Design Requirements for Non LEED Projects” for additional information

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

GOGA - 318662 01 11 00 - 2

1.3 WORK UNDER OTHER CONTRACTS

A. General: The National Park Service and/or facilities-based partners of the National Park Service may, during the course of this Contract, have other construction work in progress within the park and near this project site. The Contractor shall work with the NPS Project Manager and others as necessary to minimize impacts and coordinate activities of the work.

1.4 GOVERNMENT FURNISHED MATERIALS

A. Plant material shall be propagated and supplied by the Park. Transport of plant material from the

Park nursery to the site, care of the live plant material, and planting shall be by the Contractor.

1.5 CONTRACTOR USE OF SITE

A. The Contractor’s use of the premises is restricted to the designated work area. Materials and equipment must be stored inside the work area and staging areas. Contractor is to coordinate final boundaries with the NPS Project Manager. Modifications to the areas are to be approved in writing by the NPS Project Manager

B. Temporary facilities include: portable toilets rented by the contractor and cleaned on a weekly or as-needed basis by the contractor.

C. Staging Area: Contractor shall work with NPS to identify an appropriate staging area(s) at the Stinson

Beach parking areas.

D. Protection of Historic Features: The Golden Gate National Recreation Area contains many project locations which are highly sensitive sites and may contain historical resources. The Contractor shall closely follow the plans shown and alert the NPS Project Manager immediately of any major deviations. A start-up meeting with the NPS Project Manager will be required prior to beginning work. Confine all operations to work limits of the project. There are no known historic features located within the work limits. If on-site discoveries occur, the Contractor shall stop work in that area and notify the NPS Project Manager immediately. Application of spray paint or any permanent markings to site features is prohibited. (Only chalk-based paint or crayon should be used).

E. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas as directed and approved by the NPS Project Manager, at no additional expense to the Government.

2. Maintain the temporary fencing throughout the duration of construction. Remove fencing when construction is complete as directed by the NPS Project Manager.

3. Provide temporary barriers to protect existing trees and plants and root zones.

4. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with

NPS Project Manager and remove agreed on roots and branches that interfere with construction.

5. Do not fasten ropes, cables, or guys to existing trees.

GOGA - 318662 01 11 00 - 3

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

7. Take measures to prevent equipment from compacting soils adjacent to or within the construction zone that will not be displaced by a constructed facility such as the parking lot.

8. All geologic and fossil materials within the park are protected. Avoid disturbing soils or rock within or outside the project, except as specified in the contract documents or as directed by the NPS Project Manager.

9. Reference Section 01 34 00” Natural Habitat Requirements” for protection of natural resources.

10. Reference Section 01 45 00 “Environmental Protection and Traffic Control” for protection of wildlife resources.

F. Do not perform work when climate and existing site conditions will not provide satisfactory results

(e.g. wet). The NPS Project Manager reserves the right to deny construction procedures on days that are deemed to be unfavorable for installation. Proceed with construction only when existing and forecasted weather conditions permit construction to be performed when beneficial and optimum results may be obtained.

G. All vehicles should be equipped with absorptive pads while on park property in order to quickly contain any spills of oil or hydraulic fluid. Any such spills must be reported to the NPS Project

Manager as soon as is safely possible.

H. 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.

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

J. 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. See Section 01 50 02, Trucking.

K. Contractor shall provide OSHA and other required postings regard safety at the site.

L. All Contractor employees and subcontractor employees shall be advised of the rules and regulations of the National Park Service.

M. Contractor and subcontractor vehicles not required on the worksite itself shall be parked in a location to be reviewed and approved by NPS.

GOGA - 318662 01 11 00 - 4

N. Utilities to support construction activities by contractor:

1. Water: Contractor to install NPS approved backflow preventer and meter at NPS specified location. Prior to using water, agreement between NPS and contractor must be signed.

1.6 PUBLIC USE OF SITE

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

Road closures may be permitted, when required, upon specific approval of NPS Project Manager.

Submit closure request to NPS Project Manager at least 14 calendar days in advance of requested closure date. Closure may be permitted for a maximum of four hours at a time.

B. Emergency Vehicle Access: Contractor must maintain access for emergency vehicles at all times unless specifically exempted as a condition within the project contract. Any exemption should be limited to minimal temporary delays and include notification to park dispatch. Contractor will stop all work as necessary to allow passage of emergency vehicles and direct traffic flow to accommodate immediate passage of these vehicles. For those projects in which trenching is required, the

Contractor shall have a sufficient number of steel plates on hand to bridge any gap necessary for emergency vehicle access.

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

Contractor shall make any and all necessary measures to protect the general public from the construction sites. Temporary walk closures will be permitted, when required, upon specific approval of NPS Project Manager for a maximum amount of time as approved by NPS.

D. Contractor to identify and provide all means necessary for maintaining ABAAS access routes, egress routes, emergency access and service access within NPS property. Contractor to sequence construction as necessary and relocate temporary ramps, fencing and gates, signage, barriers and other identified means necessary for access as needed throughout the construction period.

1.7 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. New Buildings

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. NPS Project Manager 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, plumbing and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Government will operate and maintain mechanical, plumbing 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.

B. CONDUCT OF OPERATIONS

GOGA - 318662 01 11 00 - 5

1. Contractor personnel shall comply with all Federal and State law and regulations, including the Golden Gate National Recreation Area Superintendent’s Compendium. Any exception must be specifically justified and approved in writing by the NPS Project Manager.

2. The Superintendent’s Compendium can be found at this internet address:

https://www.nps.gov/goga/learn/management/lawsandpolicies.htm

3. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the NPS Project Manager.

1.8 WORK RESTRICTIONS

A. On Site Work Hours: The 40 hour work week shall be generally performed during normal business working hours of 7:00 a.m. to 5:30p.m., Monday through Friday, except when available daylight does not permit such or otherwise indicated.

1. Work will be permitted in the evenings or on Saturdays or Sundays, only by prior authorization of the NPS NPS Project Manager. Submit requests 72 hours in advance of the work to the NPS Project Manager for approval.

2. Proposed exterior lighting for night work should be reviewed/approved by NPS Project

Manager. See section 01 5719.12 Noise and Exterior Lighting Management.

3. No onsite work shall be performed during federal holiday periods unless otherwise directed by the NPS Project Manager.

4. Early Morning Hours: See section 01 5719.12 Noise and Exterior Lighting Management.

5. Hours for Noisy Activity: See Section 01 5719.12 Noise and Exterior Lighting

Management.

B. Existing Utilities

1. Existing Utilities: Notify NPS Project Manager 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.

4. Existing Utilities: USA Notification & Utility Field Meeting

a. The Contractor shall contact Underground Service Alert (USA) (1-800-642-2444) seven (7) calendar days prior to start of each ground disturbing phase and shall be responsible for maintaining a valid USA location tag through renewal during the construction. The Contractor shall schedule a utility field meeting prior to any excavation. This shall be so stated in the USA notification. The Contractor shall be responsible to coordinate the utility field meeting at which time he shall explain the limits and impacts to USA member utilities.

b. The majority of the utilities within Stinson Beach are owned by NPS. As such, very few utilities will actually be marked out by USA. It is the Contractor's responsibility to field locate & mark all utilities within the project work area, including NPS utilities. Field location and marking shall be performed a minimum of three (3) days prior to ground disturbance; notify NPS PM upon completion of field location and marking for NPS review and approval. No ground disturbance or trenching shall be performed prior to NPS approval.

https://www.nps.gov/goga/learn/management/lawsandpolicies.htm

GOGA - 318662 01 11 00 - 6

5. Water and Wastewater Systems: The Contractor is not authorized to open/close valves, operate pumps and/or de-energize the water or waste water system; An NPS Utility

Systems Repairer Operator (USRO) must do or be onsite to observe.

6. See Spec Section 01 73 40 3.2 “Execution” for utility marking and coordination with other utility providers.

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 NPS Project Manager not less than two working days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without NPS Project Manager’s written permission.

3. Hours for Utility Shutdowns: Minimize disruptions to the greatest extent possible, limit shutdowns to 4 hours maximum.

D. Smoking: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes. Designated smoking areas shall be approved by the NPS Project

Manager.

1.9 FIELD VERIFICATION

A. See Section 01 7340 Execution.

1.10 SPECIAL CONSTRUCTION REQUIREMENTS

A. Hot Work Permit: A hot work permit is required for any cutting, welding or heat gun work. No open flame torch work will be allowed. The NPS Fire Inspection office will issue the permit to the

Contractor. Permit will be good through completion of work. The Contractor will be responsible for ensuring that all workers and subcontractors follow permit conditions.

B. Protection of Natural Resources: The coastal zone of Stinson Beach is designated ESHA by the

Coastal Zone Management Act and provides essential ecosystem services. Construction activities outside the limits of disturbance is prohibited. The Contractor shall closely follow the plans shown and alert the NPS Project Manager immediately of any major deviations. A start-up meeting with the NPS Project Manager will be required prior to beginning work.

1. Survey and document the existing dune/vegetation at the site prior to construction so replacement in kind can be done.

a. See Section 01 32 33 “Photo Documentation” for image requirements

2. Contractor shall provide a plan to the NPS Project Manager for staging equipment and supplies and constructing the pile foundation at least 60 days prior to mobilization. Plan must be approved prior to beginning work.

3. Contractor shall provide a restoration plan for rehabilitating site where disturbed by construction activities. Restoration includes the dunes and vegetation.

4. Contractor shall provide a mitigation plan for the areas identified on the plans.

5. Reference Section 01 34 00 “Natural Habitat Requirements” for additional information.

GOGA - 318662 01 11 00 - 7

C. Contractor to provide all third-party inspections and reporting. Contractor to submit inspection reports and test results to the NPS Project Manager.

D. Contractor is not responsible for building department or third-party inspections by Agencies not having jurisdiction.

E. Unforeseen circumstances or closures mandated by the Federal Government: the Park is closed.

1.11 STORM WATER POLLUTION PREVENTION PLAN

A. Submit an Under an Acre Pollution Prevention Plan (UPPP)] for each Contract with ground disturbing activities prior to performing any ground disturbing activity. Prepare the UPPP in conformance with Section 01 5723 “Temporary Stormwater Pollution Prevention.”

B. Implement all appropriate requirements of the UPPP.

PART 2 - (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 1100

GOGA - 318662 01 26 01 - 1

02252025 jrm CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 CONTRACT MODIFICATION PROCEDURES

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

GOGA - 318662 01 26 01 - 2

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)

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

GOGA - 318662 01 26 01 - 3

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.

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. The proposal must be

GOGA - 318662 01 26 01 - 4

detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed that that they are included in the hourly rate shown, or contractor is not requesting reimbursement. Contractor may utilize the government provided Contractor Estimate Form, or their own form, provided that it contains the same information and level of detail as the Gov’t provided form. The government form is available at:

http://www.nps.gov/dscw/upload/ContractorEstimateForm_1-24-13.xls

2. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). 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.

3. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.

4. 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.

5. 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.

GOGA - 318662 01 26 01 - 5

2. Do not include costs for “miscellaneous tools and equipment”, in your proposal for a replacement value of $500 or less. Costs shown in excess of $500 must be broken out separately.

3. Regardless of ownership, the rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:

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

b. Construction Blue Book

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………..…………8%

GOGA - 318662 01 26 01 - 6

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, then 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.

PART 2 - PRODUCTS (Not used)

PART 3 - EXECUTION (Not used)

END OF SECTION 012601

GOGA - 318662 01 27 00

DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 2700 - DEFINITION OF CONTRACT LINE ITEMS

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.

Items will match the bid schedule Sec. 01_01_01 and serve to assist bidders in breakout pricing of scopes.

B. This list does not alleviate or relieve the contractor from supplying or installing the complete structure as per the construction documents. 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 Bid Core and Shell (Kitchen, Tower & Garage)

B. This Line item consists of but is not necessarily limited to:

1.1) Pre-Construction Submittals for NPS approval: UPPP, Construction Schedule, Site

Specific Safety Plan, Site Management Plan, Waste Management Plan, Natural Resource

Protection Plan., Visitor/Pedestrian Control Plan, Material and Product Submittals, Shop

Drawings, Inspections, Schedule of Values.

1.2) Testing & Mock-ups: Third party window field testing under negative pressure as per construction documents. Incudes on-site mock-up construction of siding, windows, trim and other selected assemblies called out in the project specifications.

1.3) Mobilization: Equipment and personnel required for initiating, commencing and supporting activity onsite. Signage, material and tool storage, traffic management, transport permits, waste management, project management.

1.4) Visitor Protection: Installation and maintenance of boundary exclusion fences, pedestrian and visitor management and safety measures.

1.5) Natural Resource protection: Includes implementation and management of Under an Acre Pollution Prevention Plan (UPPP). Includes all work described on Plan Sheets L1.0 & L3.1, removal and salvage of vegetation, transportation and storage for reuse, temporary barriers and protective measures as additionally described in the construction

DEFINITION OF CONTRACT LINE ITEMS

documents as Site Restoration efforts. Install salvaged plants and soils/sand stabilization measures, remove exclusion fencing, install protective fencing, perform one year monitoring and maintenance of designated restoration zones.

NIC: Work additionally described in the construction documents known as and shown on Plan Sheet L3.3 titled Site Mitigation Plan.

1.6) Utility Marking as per specification section 01 73 40. The majority of utilities within

Stinson Beach are owned by NPS. As such, very few utilities will actually be marked by

USA. It is the Contractor’s responsibility to field locate and mark all utilities within the project area. Includes permanent disconnects, capping and removal as directed by the

NPS.

1.7) Hazardous Building Materials Handling: Perform removal and disposal of all

Hazardous Building Materials and Contaminated Soils. Provide Hazardous Building

Materials work plan for sample collection, testing & provide summary report. Provide

Hazardous materials work plan for building demolition, excavations, handling and disposal. Manage entire process, includes waste manifests, coordination with NPS

Environmental Programs Representative, landfills and required State, Local or other agencies to ensure compliance, and provide close out reports. Refer Abatement specifications, Sections 02 8214 and 01 8313.

1.8) Survey: Provide pre-demolition topographic survey to confirm existing building footprint and elevations. Provide layout for new structure footprint and elevations, exterior grading, walkways and paving and all hardscape elevations according to construction documents. Survey and provide as built documentation for building perimeter and all newly installed utility locations. Vertical and horizontal references required.

1.9) Demolition & Disposal: Remove, transport and legally dispose of entire existing building and contents, embedded wooden and concrete piers, concrete walls, retaining walls, concrete slabs, driveway aprons. Includes abandoned utilities, conductors, manholes and vaults as per construction documents. Re-grade and prepare site with correct exterior earth elevations for new structure and hardscapes. This is separate scope from building materials containing hazardous materials.

1.10) Not Used

1.11) Provide shop drawings, provide and install Concrete Pilings for support of

Concrete Grade Beams & Slab on Grade: Scope includes Kitchen, Tower and Garage.

1.12) Provide Shop Drawings for: Reinforcing Steel, HD’s, AB’s & Column Base Plates, Grade Beams, Slabs, Curbs, Ramps, Walkways. Scope includes Kitchen, Tower, Garage and Transformer Pads.

1.13) Provide and install forms for Concrete footings, Grade beams and floor slabs, scope includes Kitchen, Tower & Garage

1.14) Provide and install Reinforcing Steel in Grade Beams as per Construction

Documents, approved Shop Drawings and Product Submittals.Scope includes Kitchen, Tower and Garage.

DEFINITION OF CONTRACT LINE ITEMS

1.15) Supply Plumbing System Shop Drawings (entire project): Install as per

Construction Documents, approved Shop Drawings and Product Submittals, Waste and

Supply plumbing through and under slab, stub outs for future tie ins to POC location in driveway apron. Scope includes Kitchen, Tower and Garage.

1.16) Supply Building Electric, Alarm, & Communications Systems Shop Drawings

(entire project): Install required Electrical & Communications conduits through and under slab, stub out for future tie ins to POC location in Driveway Apron. Scope includes

Kitchen, Tower and Garage

1.17) Provide and install: Insulation, Vapor Barrier, Slab Reinforcing Steel, includes

Hold Downs, Anchor Bolts and all embedded components for foundation of Kitchen, Tower and Garage.

1.18) Provide and install: Poured in Place Concrete; Grade Beams, Concrete Slabs.

Finish Slabs, strip forms; Kitchen, Tower & Garage

1.19) Provide & install Poured in place concrete Transformer Pad: Saw cut asphalt, excavate, trench, test for contaminates and off haul spoils, install forms, install pad as per Construction Documents, approved Shop Drawings and Product Submittals, includes embedments for equipment mounting, conduit stub outs, sweeps and compacted backfill.

Install reinforcing steel, manage & coordinate PG&E equipment installation & inspections. Pour & finish concrete, strip forms.

1.20) Provide and install: Site Electrical and Communications conduits: Install as per

Construction Documents, approved Shop Drawings and Product Submittals, from pole located at north side of parking lot to transformer pad, from transformer pad to POC in driveway apron. From new transformer pad to existing transformer pad. Cut asphalt, trench, test for contaminates and off-haul spoils. Install bedding, conduits, manage and coordinate PG&E equipment installation, power shut offs, inspections, restore any disturbed planted areas. Backfill at trenches in parking lot, driveway and transformer pad. Intent of CLIN is to complete all underground conduits from point of entry of utility or system provider to stub out through building slab, ready for rough in phase and conductor installation after building is framed and closed in.

1.21) Provide and install: Install Domestic Water Supply: Excavate, trench and backfill as required. Install as per Construction Documents, approved Shop Drawings and

Product Submittals, new water meters, meter & valve boxes, connect new supply lines to rough in supply stub outs to Tower and Kitchen from under slab stub out from Tower.

Install new Wharf Riser, bollards, isolation valve, connect to new supply service, connect new water supply lines to existing water supply located in driveway as per plans.

1.22) Provide and install: New Sewer Waste Lines: Install as per Construction

Documents, approved Shop Drawings and Product Submittals, install new Grease

Interceptor in driveway apron. Connect Interceptor to waste line stub out from under slab leading to kitchen. Construct new manhole assembly in driveway apron. Connect Grease interceptor and new sewer line from under slab to new manhole assembly. Re-use existing clean out box and set to new elevation as per construction documents. Install new waste line from manhole to existing cleanout in re-installed box to connect to existing sewer lateral in new driveway apron.

DEFINITION OF CONTRACT LINE ITEMS

1.23) Concrete Paving: Sawcut Asphalt driveway as required, excavate, test for contaminates and off-haul spoils to provide and install new concrete entrance transition from driveway to wooden accessible ramp, provide and install new concrete driveway aprons and all concrete walkways surrounding building as per construction documents.

Scope of work includes North Sidewalk between top of wooden walkway, deck, stairs to the beach and the top of the wooden accessible ramp.

1.24) Asphalt Paving: Sawcut Asphalt Driveway as required, depending on location and elevation, determine if fill is required and install, or excavate as needed, test for contaminates and off-haul spoils to install new Asphalt driveway apron, patch utility trenching in existing driveway, patch existing asphalt accessible path of travel in parking lot, patch trenching from Transformer pad in parking lot to new service entrance on pole and edges of new transformer pad.

1.25) Tower Lantern: Supply Shop Drawings, fabricate and install as per Construction

Documents, approved Shop Drawings and Product Submittals, Structural Steel Frame, Columns, horizontal & vertical connections, includes High Roof Structural Steel, Special Painting & Coatings, Ventilation assemblies, Doors, Glazing assemblies, Weatherstripping and associated Trim.

1.26) Frame Walls, Roof and Sheath Exterior: Construct wood frame exterior and interior walls, partitions, floors, eyebrow roof, stairs from 1st floor to second floor, Garage, Kitchen, Tower and Eyebrow roof. Install sheathing on subfloor, exterior walls, roof, interior shear walls. Install blocking for mechanical devices, blocking for the “lantern”, railings, shade sail, eyebrow over serving window, electric fixtures, plumbing fixtures, siding and trim as required, cabinets and bathroom accessories. The intent of this description is to achieve a completed framed structure, ready for roofing, parapet caps, window and door installation and siding, with backing or blocking for all interior or exterior accessories and installation of MEP systems.

1.27) OSHA Compliant Scaffolding as required to access and install exterior sheathing, windows, siding or any other element of the project.

1.28) Supply Shop Drawings, fabricate, and install perimeter stainless steel guard railing on lantern observation deck.

1.29) Roof Penetrations: Provide fabrication and installation shop drawings, provide and install as per Construction Documents, approved Shop Drawings, mock-ups and Product

Submittals; Parapet caps, roof to wall flashings, roof jacks for plumbing, electric and mechanical penetrations, mechanical equipment curbs, sleepers and scuppers.

1.30) Install Roof Membranes: Provide fabrication and installation shop drawings, install as per Construction Documents, approved Shop Drawings, mock-ups and Product

Submittals; Lantern & Observation deck membranes, Kitchen, Garage and Eyebrow roof membranes.

1.31) Exterior Doors and Hardware: Provide fabrication and installation shop drawings, install as per Construction Documents, approved Shop Drawings, mock-ups and Product

Submittals. Provide and install Exterior doors with thresholds, weather strip, exterior

DEFINITION OF CONTRACT LINE ITEMS

trim and operating hardware; Kitchen, Tower and Garage. Overhead door at Garage not included.

1.32) Exterior Windows: Provide fabrication and installation shop drawings, install as per Construction Documents, approved Shop Drawings, mock-ups and Product

Submittals. Includes all exterior windows, exterior trim, flashings and associated operational hardware; Kitchen, Tower and Garage.

1.33) Install Roll-up Doors: Provide fabrication and installation shop drawings, provide and install as per Construction Documents, approved Shop Drawings and Product

Submittals, Includes hardware, operators, exterior trim, flashing and roll up doors in

Garage.

1.34) Exterior Siding: Provide and install…