B08_Attach_1_Specifications.pdf

Stehekin Fire Facilities Development Project

Lake Chelan Recreational Area North Cascades National Park Service Complex

Stehekin, Washington 98852 New Fire Cache Building, Fire Dormitory, Booster Pump House, Helipad, Generator Shed, Hazmat Container, Pavilion Structure and Spike Camp

NOCA

PMIS Numbers 259864/205601/156830

Project Specifications

Final Construction Documents

NATIONAL PARK SERVICE

May, 2022

NOCA - 259864/205601/156830 TOC - 1

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS Number of Pages

00 01 07 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 and Coordination

01 32 16 Construction Schedule

01 32 33 Photo Documentation

01 33 23 Submittal Procedures

01 35 13.22 Archeological Protection

01 35 23 Safety Requirements

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 and Acoustics Management

01 57 23 Temporary Storm Water Pollution Prevention (SWPPP)

01 67 00 Product Requirements

01 73 29 Cutting and Patching

01 73 40 Execution

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

01 78 23 Operation and Maintenance Data

01 79 00 Demonstration and Training

01 81 13 Sustainable Design Requirements for Non-LEED™ Projects

01 91 14 Total Building Commissioning

NPS Universal Design and Accessibility Scoping Form for ABAAS Facilities

DIVISION 02 – EXISTING CONDITIONS – NOT USED

DIVISION 03 – CONCRETE

03 30 00 Cast-In-Place Concrete

03 35 43 Concrete Finishing

DIVISION 04

04 22 00 Concrete Unit Masonry

Number of Pages

NOCA - 259864/205601/156830 TOC - 2

DIVISION 05 – METALS

05 12 00 Structural Steel Framing

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

06 16 00 Sheathing

06 18 00 Glue-Laminated Construction

06 40 00 Architectural Woodwork

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 19 00 Water Repellents

07 21 00 Thermal Insulation

07 22 70 Fall Protection Devices

07 25 00 Weather Barriers

07 41 13 Standing-Seam Metal Roof Panels

07 46 00 Siding

07 46 40 Fiber Cement Siding and Trim

507 62 00 Sheet Metal Flashing and Trim

07 72 53 Snow Guards

07 92 00 Joint Sealants

DIVISION 08 – OPENINGS

08 11 13 Hollow Metal Doors and Frames

08 12 17 Prefinished Steel Door Frames

08 14 00 Wood Doors

08 31 13 Access Doors and Frames

08 36 13 Sectional Doors

08 54 13 Fiberglass Windows and Doors

08 62 23 Tubular Skylights

08 71 00 Door Hardware

Door Hardware Schedule

08 80 00 Glazing

08 83 00 Mirrors

08 91 19 Fixed Louvers

DIVISION 09 – FINISHES

09 29 00 Gypsum Board

09 65 13 Resilient Base and Accessories

09 65 16 Resilient Sheet Flooring

09 67 23 Resinous Flooring

09 91 00 Painting

NOCA - 259864/205601/156830 TOC - 3

09 91 00 Painting 09 96 00 High-Performance Coatings

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10 26 13 Corner Guards 10 28 13 Toilet, Bath, and Laundry Accessories 10 44 13 Fire Protection Cabinets 10 44 16 Fire Extinguishers 10 51 13 Metal Lockers 10 56 13 Metal Storage Shelving 10 57 23 Closet and Utility Shelving

DIVISION 11 – EQUIPMENT

11 30 13 Appliances 11 30 34 Ceiling Fans

DIVISION 12 – FURNISHINGS

12 24 13 Roller Window Shades 12 32 16 Manufactured Plastic-Laminate-Clad Casework 12 36 23 Plastic-Laminate-Clad Countertops 12 36 61 Solid Surface Countertops

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 23 Fabricated Hazardous Material Chemical Storage Buildings

DIVISIONS 14 - 20 – NOT USED

DIVISION 21 – FIRE SUPPRESSION

21 00 00 Fire Suppression Basic Requirements 21 05 00 Common Work Results for Fire Suppression 21 13 00 Fire Suppression Sprinkler Systems 21 30 01 Diesel Fire Pumps

DIVISION 22 – PLUMBING

22 00 00 Plumbing Basic Requirements 22 05 13 Common Motor Requirements for Plumbing Equipment

NOCA - 259864/205601/156830 TOC - 4

22 05 19 Plumbing Devices 22 05 23 General-Duty Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 05 93 Testing, Adjusting, and Balancing for Plumbing 22 07 00 Plumbing Insulation 22 08 00 Commissioning of Plumbing 22 10 00 Plumbing Piping 22 30 00 Plumbing Equipment 22 40 00 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 Heating, Ventilating and Air Conditioning (HVAC) Basic Requirements 23 05 13 Common Motor Requirements for HVAC Equipment 23 05 29 Hangers and Supports for HVAC Piping, Ductwork and Equipment 23 05 48 Vibration and Seismic Controls for HVAC 23 05 53 Identification for HVAC Piping, Ductwork, and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 00 HVAC Insulation 23 08 00 Commissioning of HVAC 23 09 33 Electric and Electronic Control System for HVAC 23 11 26 Facility Fuel - Propane Gas Piping and Systems 23 21 13 HVAC Piping 23 31 00 HVAC Ducts and Casings 23 33 00 Air Duct Accessories 23 34 00 HVAC Fans 23 37 00 Air Outlets and Inlets 23 40 00 HVAC Air Cleaning Devices 23 55 00 Fuel Fired Heaters 23 62 01 Variable Refrigerant Flow Volume (VRF/VRV) Systems 23 72 23 Packaged Air-to-Air Energy Recovery Units 23 81 43 Air Source Heat Pumps 23 82 00 Terminal Heat Transfer Equipment

DIVISION 24 – 25 – NOT USED

DIVISION 26 – ELECTRICAL

26 00 00 Electrical Basic Requirements 26 05 09 Equipment Wiring 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 and Equipment 26 05 33 Raceways 26 05 34 Boxes 26 05 43 Electrical Vaults and Underground Raceways

NOCA - 259864/205601/156830 TOC - 5

26 05 53 Identification for Electrical Systems 26 05 73 Electrical Distribution System Studies 26 08 00 Commissioning of Electrical 26 09 20 Lighting Relay Control Panel 26 09 23 Occupancy and Vacancy Sensors 26 09 24 Daylighting Controls 26 24 16 Panelboards 26 27 13 Electrical Metering 26 27 26 Wiring Devices 26 28 00 Overcurrent Protective Devices 26 28 16 Enclosed Switches and Circuit Breakers 26 31 00 Photovoltaic Systems 26 32 14 Gas Fired Engine Generators 26 36 00 Transfer Switches 26 41 13 Lightning Protection for Structures 26 43 00 Surge Protective Devices 26 51 00 Lighting

DIVISION 27 – COMMUNICATIONS

27 00 00 Communications Basic Requirements 27 13 00 Communications Backbone Cabling 27 15 00 Communications Horizontal Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 00 00 Electronic Safety and Security Basic Requirements 28 10 00 Intrusion Detection 28 31 00 Fire Detection and Alarm

DIVISIONS 29 - 30 – NOT USED

DIVISION 31 – EARTHWORK

31 10 00 Site Clearing 31 20 00 Earth Moving 31 25 00 Erosion and Sediment Control

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 13 20 Site Concrete 32 15 00 Aggregate Surfacing 32 17 00 Paving Specialties 32 31 15 Wood Fences & Gates

NOCA - 259864/205601/156830 TOC - 6

DIVISION 33 – UTILITIES

33 05 33 Site Propane Piping 33 14 16 Site Water Utility Distribution 33 14 43 Packaged Booster Pumping System and Appurtenances for Water Utility Service 33 16 00 Water Utility Storage Tank and Appurtenances 33 31 13 Site Sanitary Sewerage Gravity Piping

DIVISIONS 34 - 45 – NOT USED

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT

46 07 53 Packaged Wastewater Treatment System

DIVISIONS 47 – 48 – NOT USED

NOCA - 259864/205601/156830 00 01 07 - 1

012721 SEALS PAGE

NOCA - 259864/205601/156830

SECTION 00 01 07 - SEALS PAGE

PART 1 - GENERAL

1.1 SUMMARY

A. Professional seals by Design Professionals and others responsible for preparing Construction

Documents:

1. Architect:

2. Civil Engineer:

3. Water and Wastewater Engineer:

4. Landscape

5. Structural Engineer:

6. Mechanical & Plumbing Engineer:

NOCA - 259864/205601/156830 00 01 07 - 2

012721 SEALS PAGE

7. Electrical Engineer:

8. Fire Protection Engineer:

NOCA - 259864/205601/156830 01 11 00 - 1

012721 SUMMARY OF WORK

NOCA - 259864/205601/156830

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the following:

1. Work Covered by Contract Documents

2. Work Phases

3. Work Under Other Contracts

4. Government-Furnished Materials

5. Contractor Use of Site

6. Public Use of Site

7. Occupancy Requirements for Buildings

8. Conduct of Operations

9. Work Restrictions

10. Special Construction Requirements

11. Soils Investigation Report

12. Additional Reports

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: North Cascades National Park, Lake Chelan National Recreation Area, Chelan County, Stehekin, Washington. Stehekin is located at the SE edge of the Park and along Lake Chelan. The site is located four and a half miles up the lower Stehekin Valley from the north end of Lake Chelan. It is on the west side of the Stehekin River off of Company Creek Road and adjacent the Stehekin Landing strip to the west. The existing maintenance facility is located immediately east of the project site.

B. The Work consists of:

1. The Stehekin Fire Facilities development includes a new Fire Cache building, a Fire Dormitory, a helipad, a generator shed, hazmat container, pavilion structure and spike camp all laid out in a new campus with gravel parking lot and accessible parking, loop driveway, concrete sidewalks and bike racks. In addition, the site will require some tree removal and new utility infrastructure including a new 75,000 gallon water tank with Booster Pump House building, new wastewater treatment system, photovoltaic solar array with battery storage system, utility transformer, propane tank, satellite communication system and fire hydrant. (Items to come in the next package include modifications to the well in the water system design as required per the Group A Water Permit.)

2. Project is designed to comply with a Silver Certification Level according to the United States Green Building Council's (USGBC) Leadership in Energy & Environmental Design (LEED™) Rating System, as specified in Section 01 81 13 "Sustainable Design Requirements."

NOCA - 259864/205601/156830 01 11 00 - 2

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

1.3 WORK PHASES

A. The Work shall be conducted in one phase:

1. Phase one: Work of this phase shall be substantially complete and ready for occupancy within 575 days.

1.4 WORK UNDER OTHER CONTRACTS

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

1.5 GOVERNMENT-FURNISHED MATERIALS

A. In case of Government -furnished materials:

1. Government will arrange and pay for delivery of Government-furnished items according to Contractor's Construction Schedule.

2. Contractor is responsible for initial inspection, receiving, unloading, and handling Government-furnished items at Project site.

3. Government will inspect delivered items for damage after delivery. Contractor shall be present for and assist in Government's inspection.

4. Government will arrange for replacement if Government-furnished items are damaged, defective, or missing.

5. Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.

6. If Government-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

7. Contractor shall install and otherwise incorporate Government-furnished items into Work.

B. Government-Furnished Materials:

1. Conference table and chairs (Added to Bid Option #6)

2. Office Desk Systems and chairs (Added to Bid Option #6)

3. Bookcases

4. File cabinets

5. Printer/Plotter

6. Projector and projector bracket

7. Flat Screen TV

NOCA - 259864/205601/156830 01 11 00 - 3

8. Walk off mats

9. Rodent proof storage lockers

10. Long handled tool storage

11. Compressor

12. Dining table and chairs (Added to Bid Option #7)

13. Barstools (Added to Bid Option #7)

14. Living room furniture (Added to Bid Option #7)

15. Beds and nightstands (Added to Bid Option #7)

16. Patio furniture

1.6 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of site for construction operations. Limit use of premises to areas within the Construction limits indicated on drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated. Contractor shall ensure compliance with the WSDOT requirements for the adjacent airport landing strip.

1. Limits: Confine constructions operations as noted on Construction Drawings.

2. Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.

3. Other Contracts and Contractors: The Government may undertake or award other contracts for additional work at or near the site of the work under this contract. The Contractor shall fully cooperate with the other contractors and with Government employees and shall carefully adapt scheduling and performing the work under this contract to accommodate the additional work, heeding any direction that may be provided by the Contracting Officer. The Contractor shall not commit or permit any act that will interfere with the performance of work by any other contractor or by Government employees.

a. Federal Highways western Lands Agency is planning to undertake a 4R road realignment project of the Stehekin Valley Road (SVR) ~1.5 miles upstream from its junction with Company Creek Road (where Harlequin Bridge is located) late summer and fall of 2022. As such, the actual road construction assumes to not impact this project’s access between the barge landing and the project site.

However, the project if performed will have a staging area at the Gravel Pit located on the west side of the airstrip across from our project site. Thus, the assumed project and this project will need to cross the bridge and transverse a portion of Company Creek Road (CCR), as well as, use of the barge company, barge landing, and the Stehekin Valley Road between the landing and the CCR junction.

NOCA - 259864/205601/156830 01 11 00 - 4

b. See bridge restrictions and bridge report information below for assistance in coordinating for this eventuality.

4. Use of Stehekin Valley Road (SVR) and Lake Chelan Ferry Arrivals/Departures

a. Contractor shall coordinate their use of the SVR between the barge landing and Company Creek Road (CCR) junction so that SVR is not blocked to public traffic for 30 minutes after an arrival of a ferry and for 30 minutes before the departure of a ferry.

1) Verify all public ferry vessel arrival and departure schedule times prior to construction.

2) Coordinate traffic control delays and requirements with CO to minimize traffic delays between ferry arrival and departure schedule times.

3) Verify changes in the ferry schedule and adjust traffic delays to accommodate ferry arrival and departure times throughout the entire project schedule.

4) Accommodate traffic according to the following schedule:

a) Non-ferry impact times: 30 minute maximum delays permitted only.

b) Times between ferry arrival and departure schedule: 15 minute maximum delays permitted only.

5. Minimize the following on or around the Project Site:

a. The amount of disturbed earth area and the duration of soil exposure to rainfall.

b. Ground disturbance to the extent practicable.

c. Driving over or compacting root-zones.

6. Do not perform the following:

a. Stockpiling soil alongside trees.

b. Store or discard human trash and food waste in anything other than lockable trash cans or bins

7. Perform the following:

a. Salvage and stockpile topsoil from areas prior to grading or excavation.

b. Reuse excavated materials where possible in the project area.

c. Clear and grub only those areas where construction will occur.

d. Scarify compacted staging and other temporarily impacted areas following construction, if necessary.

e. Import certified weed-free materials from outside Lake Chelan NRA or obtain from an NPS approved source.

f. Wash all vehicles prior to barging to Stehekin including all vehicles, but especially those, that have come into contact with soil or materials that may contain noxious, non-native weed seed prior to working in weed-free areas or transporting weed-free materials.

1) Have all vehicles and equipment inspected by the NPS for the above at the barge landing in Stehekin prior to being taken to project site to prevent the spread of weeds.

NOCA - 259864/205601/156830 01 11 00 - 5

g. Schedule construction activities with seasonal consideration of wildlife lifecycles to minimize impacts during sensitive periods (e.g., bird nesting and breeding seasons) to the extent practical.

h. Limit the effects of light and noise on wildlife habitat through controls on construction equipment and timing of construction activities, such as limiting construction to daylight hours to the extent practicable.

i. At the end of the day, covering excavated pits and trenches to prevent animals from being trapped.

j. Discourage construction personnel at work sites from providing a source of human food to wildlife, avoiding conditioning of wildlife and in human/wildlife conflicts (Title 36, CFR, Chapter 1, Section 2.10(d) prohibits anyone from leaving food unattended or stored improperly where it could attract or otherwise be available to wildlife; Title 36, CFR, Chapter 1, Section 2.14(a) prohibits the disposal of refuse in other than refuse receptacles; Title 36, CFR, Chapter 1, Section 2.2(a)(2) prohibits the feeding and molesting of wildlife).

k. Store or discard human trash and food waste only in lockable trash cans or bins

B. Storage of Materials, Equipment and Supplies: Confine storage of materials, equipment and supplies to specified staging areas.

C. Parking: Confine parking to within the contractor project limits of work site area.

D. Stockpiling: Confine stockpiling to The contractor project limits of work site area. Contractor shall ensure compliance with WSDOT requirements for the adjacent airport landing strip.

E. 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 (CO) 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.

F. Roads: Keep roads and entrances serving premises clear and available to Government employees, and emergency vehicles at all times. Do not use for parking or storage of materials.

1. Schedule deliveries to minimize use of roads and entrances.

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

3. Provide traffic control along the primary access route between Stehekin barge landing and project site to maintain access for local residents and Government employees.

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

H. Hauling Restrictions: Comply with legal load restrictions in hauling of materials. Load restrictions on park roads are identical to state load restrictions with such additional regulations

NOCA - 259864/205601/156830 01 11 00 - 6

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.

I. Harlequin Bridge Restrictions: Identify jurisdictions, load restrictions, permit requirements, time and calendar restrictions as outlined. A bridge inspection report is available for the Harlequin Bridge over the Stehekin River from the Park dated 8/27/18 for contractor use.

J. Use of Park Fuel: Contractor or their subcontractors shall not use Park fuel.

K. Use Of Park Water: Contractor shall not use existing Park water systems, including wells, water tanks, etc. If construction water is required, and the Stehekin River or Lake Chelan is to be a source, contractor is responsible for obtaining required permits (including, but not limited to, a Hydraulic Project Approval Permit from the WA State Department of Fish and Wildlife).

1.7 PUBLIC USE OF SITE

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

1.8 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. New Buildings

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

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

b. Obtain a Certificate of Occupancy from National Park Service (NPS) before Government occupancy.

c. Before partial Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed.

On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.

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

1.9 CONDUCT OF OPERATIONS

A. Contractor shall conduct his operations in conformance with rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by Park Superintendent.

NOCA - 259864/205601/156830 01 11 00 - 7

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed unless stated in the Work Restrictions below or without prior consent from the Contracting Officer. Submit written requests 3 business days in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.10 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: No work shall occur on weekends without prior written approval from the CO.

2. Early Morning Hours: No work shall occur prior to 7:00 am without prior written approval from the CO.

B. Existing Utilities

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

2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer in writing not less than five (5) business days in advance of proposed utility interruptions.

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

3. Hours and length of Utility Shutdowns: If utility shutdowns are necessary, the contractor must receive prior approval from the CO for shutdown duration and hours. Any shutdown shall not exceed a duration of 2 hours and shall require authorization from CO and AHJ prior to scheduling shutdown.

D. Nonsmoking Building/Tobacco Use/Vaping: Smoking is not permitted within the park or any government buildings. Smoking is only allowed within enclosed personal vehicles.

1.11 SPECIAL CONSTRUCTION REQUIREMENTS

A. During the late fall and early spring, the site will have limited access during the winter. Contractor to consider the barge and ferry schedules as there will be limited availability during the off season.

NOCA - 259864/205601/156830 01 11 00 - 8

1.12 SOILS AND WELL TESTING INVESTIGATION REPORT

A. The report Well Testing and Foundation Recommendations dated January 29, 2021, prepared by Golder Associates Inc. is available, with this package. Note that this report combines both the Geotechnical Investigation and Well Testing Inspection information.

B. In case of conflict between report and drawings or specifications, the drawings and specifications govern.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

NOCA - 259864/205601/156830 01 26 01 - 1

012721 CONTRACT MODIFICATION PROCEDURES

NOCA - 259864/205601/156830

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: 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 preparation of modifications will not be allowed. 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 (PM), Assistant Project Manager

2. Superintendent, Assistant Superintendent

3. Quality Control, Safety Officer, Environmental Manager, etc.

4. Engineers

NOCA - 259864/205601/156830 01 26 01 - 2

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: 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 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: The hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens; includes insurance and taxes 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.

NOCA - 259864/205601/156830 01 26 01 - 3

4) Federal Unemployment Tax Act (FUTA) - Cap Rate and percentage to be proportionally allocated over one year.

5) State Unemployment Tax Act (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 Contractor from claims resulting from bodily injury or property damage to a third party. Include 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 the Contractor will pay the labor and material costs incurred. Banks and Insurance companies charge a premium for individual project based on a sliding scale related to the size of the project.

Include as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: Covers the contractor’s loss due to fire, high winds, or other natural forces. 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. Proposal be received in the format and within the time frame specified in the Request for Proposal (RFP) letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. Proposal shall 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 http://en.wikipedia.org/wiki/Employee http://en.wikipedia.org/wiki/Surety_bond http://en.wikipedia.org/wiki/Insurance http://en.wikipedia.org/wiki/Bank

NOCA - 259864/205601/156830 01 26 01 - 4

Benefits and Labor Burden are not itemized, it is assumed 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 Government’s form.

3. Requests for extensions of contract time as a result of change must be justified with a Time Impact Analysis (TIA). Refer to Section 01 32 16 "Construction Schedule", for time impact analysis requirements. TIA and associated costs shall 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 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 (CO) upon request.

5. Contractor shall review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to 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 cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing hours required for each craft directly engaged in modification work. Any work proposed requiring overtime work or premium pay shall be itemized separately. 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, Federal Insurance Contributions Act (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. Labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. Estimated cost for materials shall include quotes from multiple sources. Material prices shall include 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 NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for 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 shall be broken out separately.

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

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

b. Construction Blue Book http://www.nps.gov/dscw/publicforms.htm

NOCA - 259864/205601/156830 01 26 01 - 5

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

4. Estimated equipment rates shall include operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires and tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per Federal Acquisition Regulation (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 full rate for equipment only for duration that equipment will be utilized to accomplish work of the modification.

6. Standby unit rates used in accordance with paragraph 1.3, D, 2, above. If the U.S. Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then 1/2 of 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, established standby rate shall apply from the first day of the delay.

8. Equipment not used and on job site for up to five consecutive days may be classified at standby rates, provided the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work. Equipment 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……………………10%

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, partnership may only receive home office overhead and profit in same amount as an individual Contractor (refer to paragraph 1.3,E,1 above). It is the responsibility of the partners to decide on division of revenue.

4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, overhead and profit mark-ups are required on 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.

NOCA - 259864/205601/156830 01 26 01 - 6

PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 01 26 01

NOCA - 259864/205601/156830 01 27 00 - 1

012721 DEFINITION OF CONTRACT LINE ITEMS

NOCA - 259864/205601/156830

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. Section explains in general, what is and is not included in a contract line item, and limits or cut-off points where one item ends and another begins.

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item Number [0000] Chelan PUD – Direct Cost

1. This item consists of Chelan County PUD providing new service to Company Crk Rd and Landing Strip Rd, Stehekin. Costs include a line extension, new meter connection, and abandonment of the existing meter.

2. Payment will be upfront direct cost by expiration of quote on 07/05/22.

B. Contract Line Item Number [0001] Fire Cache Facility – Base Bid

1. This item consists of the Fire Cache building and all contents/building systems within, except the area of the building that houses the fire pump and the battery storage system as well as the fire pump and battery storage equipment. (See CLIN 3 for that area) Item also includes radon mitigation system, lightning protection, the hazmat storage container, telecommunication radio antenna, roadway excavation, imported fill material required directly under the building, and embankment compaction.

2. Measurement for payment will be percent complete.

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

C. Contract Line Item Number [0002] Fire Dormitory – Base Bid

1. This item consists of the Fire Dormitory building and all contents/building systems within.

Item also includes radon mitigation system, lightning protection, site clearing and grubbing, tree removal, silt fencing, roadway excavation, imported fill material, embankment compaction, erosion control maintenance, concrete parking, gravel parking lot, concrete sidewalks with ramps, landscaping restoration, and bike rack.

2. Measurement for payment will be percent complete.

NOCA - 259864/205601/156830 01 27 00 - 2

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

D. Contract Line Item Number [0003] Utility Infrastructure – Base Bid

1. This item consists of the site electrical components, the water tank, Booster Pump House building, associated tree removal for these items, trenching and backfill; piping to the Fire Cache, Fire Dormitory, and accessory buildings; fire hydrant, boulders for the site perimeter, wastewater treatment system and associated components/piping; propane generator shed, generator, ground mounted photovoltaic array and supporting substructure, fire pump, battery storage system and controllers; the area of the Fire Cache building that houses the fire pump and the battery storage system (Reference CLIN 1 for notation).

2. Note that the next phase will include a new well pump house and rehabilitation of well components This package does not include this scope at this time.

3. Measurement for payment will be percent complete.

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

E. Option [A] Light Tubes – Bid Option #1

1. Contract Line Item Number [0004]

a. This item consists of light tubes for the new Fire Cache building and the Fire Dormitory

b. Measurement for payment will be percent complete.

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

F. Option [B] Helipad, concrete slab – Bid Option #2

1. Contract Line Item Number [0005]

a. This item consists of clearing and grubbing of area, associated tree removal, roadway excavation, imported fill material, embankment compaction, concrete helipad, landscaping restoration, and electrical fixtures.

b. Measurement for payment will be percent complete.

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

G. Option [C] Helipad, aggregate / turf – Bid Option #3

1. Contract Line Item Number [0006]

a. This item consists of clearing and grubbing of area, associated tree removal, roadway excavation, imported fill material, embankment compaction, aggregate turf paver with topsoil, landscaping restoration, and electrical fixtures.

b. Measurement for payment will be percent complete.

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

H. Option [D] Exterior Engine Bay Cover – Bid Option #4

1. Contract Line Item Number [0007]

NOCA - 259864/205601/156830 01 27 00 - 3

a. This item consists of foundations, superstructure, exterior enclosure, roofing, fire protection, and electrical fixtures.

b. Measurement for payment will be percent complete.

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

I. Option [E] Epoxy Floor Coating in Cache – Bid Option #5

1. Contract Line Item Number [0008]

a. This item consists of an epoxy resin coating on the floors of the Cache in lieu of simply sealing the floors.

b. Measurement for payment will be percent complete.

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

J. Option [F] Office FFE – Bid Option #6

1. Contract Line Item Number [0009]

a. This item consists of furniture, fixtures and equipment for the Office (Cache) only.

b. Measurement for payment will be percent complete.

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

K. Option [G] Dormitory FFE – Bid Option #7

1. Contract Line Item Number [0010]

a. This item consists of furniture, fixtures and equipment for the Dormitory only.

b. Measurement for payment will be percent complete.

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

L. Option [G] Shade Pavilion – Bid Option #8

1. Contract Line Item Number [0011]

a. This item consists of a freestanding exterior shade pavilion at the edge of the Spike Camp.

b. Measurement for payment will be percent complete.

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

M. Option [H] Fiberglass BioMicrobics Tank – Bid Option #9

1. Contract Line Item Number [0012]

a. This item consists of a fiberglass tank in lieu of a concrete tank.

b. Measurement for payment will be percent complete.

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

END OF SECTION 01 27 00

NOCA - 259864/205601/156830 01 31 00 - 1

012721 PROJECT MANAGEMENT AND COORDINATION

NOCA - 259864/205601/156830

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. 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 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

A. Agency with Jurisdiction B. Construction Permits – Contractor Provided C. Government Furnished Permits

1.3 CONSTRUCTION COORDINATION

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

http://www.nps.gov/dscw/definitionsdc_a.htm http://www.nps.gov/dscw/definitionsdc_c.htm http://www.nps.gov/dscw/definitionsdc_g.htm

NOCA - 259864/205601/156830 01 31 00 - 2

1. Schedule construction operations in sequence required to obtain 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 provisions to accommodate items scheduled for later installation.

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

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 Contract Documents or standard printed data. Include 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 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 Contracting Officer (CO) for resolution of such conflicts.

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

NOCA - 259864/205601/156830 01 31 00 - 3

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

2. Sheet Size: At least 8-1/2 by 11 inches (215 by 280 millimeters) but no larger than 30 by 40 inches (750 by 1000 millimeters).

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

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

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

1. Floor Plans and Reflected Ceiling Plans: Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid.

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

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

4. 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.

5. Mechanical and Plumbing Work:

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…