B08_Solit_Att_01_Specs.pdf

MINIDOKA NATIONAL

HISTORIC SITE

Rehabilitate and Adaptively Reuse the

Relocation Center Warehouse for the

Minidoka Visitor Contact Station

MIIN – 159776

FINAL CONSTRUCTION

DOCUMENTS

NATIONAL PARK SERVICE

PACIFIC WEST REGION

August 10, 2017

THIS PAGE INTENTIONALLY LEFT BLANK

PMIS 159776 PROJECT TEAM

MINIDOKA NATIONAL

HISTORIC SITE

MIIN - 159776

PROJECT TEAM:

CONTRACTING OFFICER:

Contact: Mike Camacho

National Park Service Denver Service Center 12795 W. Alameda Parkway Lakewood, CO 80228 mike_camacho@nps.gov

(P) 303-969-2344

PARK REPRESENTATIVE:

Contact: Richard Cox, Hagerman Fossil Beds NM 221 N State Street Hagerman, ID Richard_Cox@nps.gov

ARCHITECT:

FFA Architecture and Interiors, Inc.

Contact: Barbara Clement, Project Manager

520 SW Yamhill Street, Suite 900 Portland, OR 97204 bclement@ffadesign.com

(P) 503.222.1661 x322

LANDSCAPE ARCHITECT

MIG

Contact: Laurie Mathews

815 SW Second Avenue, Suite 200, Portland, Oregon 97204 lauriem@mig.com

(P) 503.297.1005 x205

CIVIL ENGINEER:

KPFF Consulting Engineers Contact: Danielle Pruett

111 SW Fifth Avenue, Suite 2500 Portland, Oregon 97204 danielle.pruett@kpffcivilpdx.com

(P) 503-542-3834

STRUCTURAL ENGINEER:

Froelich Engineers Contact: John Mayer

6969 SW Hampton St.

Portland, OR 97223 jtmayer@froelich-engineers.com

(P) 503-624-7005 x 327

MEP ENGINEER:

Mazzetti Contact: William Caron

520 SW Sixth Avenue.

Suite 500 Portland, OR 97204 williamc@mazzetti.com

(P) 503-601-5963 mailto:mike_camacho@nps.gov mailto:Richard_Cox@nps.gov mailto:bclement@ffadesign.com mailto:lauriem@mig.com mailto:williamc@mazzetti.com

PMIS 159776 SIGNATURE PAGE - 1

Prepared by:

FFA Architecture and Interiors (Architecture) 520 SW Yamhill Street, Suite 900 Portland, Oregon 97204 Tel. 503-222-1661 www.ffadesig.com

KPFF Consulting Engineers (Civil) 111 SW Fifth Avenue, Suite 2500, Portland, Oregon 97204 Tel. 503-542-3860 www.kpff.com

MIG (Landscape) 815 SW Second Avenue, Suite 200, Portland, Oregon 97204 Tel. 503-297-1005 www.migcom.com

Froelich Engineers (Structural) 6969 SW Hampton Street, Portland, OR 97223 Tel. 503-624-7005 www.froelich-engineers.com http://www.ffadesign.com/ http://www.kpff.com/ http://www.migcom.com/ http://www.froelich-engineers.com/

PMIS 159776 SIGNATURE PAGE - 2

Mazzetti (Mechanical, Plumbing) 520 SW Sixth Avenue, Suite 500, Portland, OR 97204 Tel. 503-620-3232 www.mazzetti.com

Mazzetti (Electrical) 520 SW Sixth Avenue, Suite 500, Portland, OR 97204 Tel. 503-620-3232 www.mazzetti.com http://www.mazzetti.com/ http://www.mazzetti.com/

MIIN 159776: ADDENDUM TO REQUEST FOR PROPOSAL

1. Specification Section 127000 Definition of Contract Line Items has been revised (‘V2 dated 8/23/17). This revised section to replace section in the documents dated 8/27/14.

2. Sheet G1: “Bid Options (See Section 012700)” shall be deleted and replaced with revised option descriptions, as follows:

“BID OPTION A – PUMP HOUSE BUILDING STRUCTURE

BID OPTION B – FIRE SYSTEM WATER LINE, DATA LINE, AND DATA CONNECTION TO

HERMANN HOUSE

BID OPTION C – NEW RECONSTRUCTED AND REHABILITATED “BARN DOORS”

BID OPTION D – 25KW PHOTOVOLTAIC PANEL ARRAY

BID OPTION E – METAL PANEL VISUAL ENCLOSURE SCREEN FENCE AROUND PUMP HOUSE

AND FIRE SUPPRESSION SYSTEM WATER STORAGE TANK

BID OPTION F – PARKING AREAS

BID OPTION G – PEDESTRIAN PAVING AND SIDEWALKS

BID OPTION H – EXHIBIT TRACK LIGHTING SYSTEM

BID OPTION I – INTERIOR FINISHES, INCLUDING VIDEO AREA SOUND PROOF GLAZING

SYSTEM AND ACOUSTICAL CEILING SYSTEM”

3. Sheet C1.0: “Limits of Gravel Removal.” Access road gravel surfacing to remain in-situ if Bid Option F not exercised at award.

4. Addendum sheet C2.0a (attached) indicates extents of Bid Options A, F and G.

5. Addendum sheet L1a (attached) indicates extents of Bid Options F and G.

6. Addendum sheet L2a (attached) indicates extents of Bid Option G.

7. Sheet A0.1: “Project Summary, Bid Options” shall be revised per note 1 of this addendum.

8. Sheet AD2.1: If Bid Options A and C are not exercised at award, items noted for salvage per keynotes 1, 2, and 4 shall be stored per NPS direction. Keynote 7 shall be deleted.

9. Sheet A1.1: Keynote 5, glass acoustical partition system is part of Bid Option I. Keynote 13, alternating tread device shall be deleted. Floor carpeting are part of Bid Option I. Walk-off mat concrete slab recess at doors 105, 106 and in vestibule 102 shall be deleted.

10. Sheet A1.2: Keynote 2, safety restraint anchor system is part of Bid Option D. Keynote 3, roof access hatch shall be deleted. EPDM walkway pads are part of Bid Option D.

11. Sheet A1.3: Keynote 3, lighting track system is part of Bid Option H. Keynote 5, roof access hatch framed opening to remain although access hatch shall be deleted. Keynote 9, wood acoustical ceiling is part of Bid Option I.

12. Sheet A1.4: Keynote 1, roof access hatch shall be deleted.

13. Sheet A1.5: “Bid Options” shall be revised to reflect note 1 of this addendum (Bid Option A, pump house structure, should be added). Keynote 2, east rolling gate shall be deleted from Bid Option E. Keynote 8 (roof panel) is part of Bid Option A.

14. Sheet A1.6: “Bid Options” note shall be revised to reflect note 1 of this addendum (Bid Option A, pump house structure, should be added). Keynote 1 (roof panel) and 3 are part of

Bid Option A. Keynote 2, east rolling gate shall be deleted from Bid Option E. Pump House structure is Bid Option A.

15. Sheet A2.1: “Bid Options” note and keynotes 4, and 12 shall be revised to reflect note 1 of this addendum (Bid Option C, barn doors). Keynotes 4 and 12 are part of Bid Option C.

16. Sheet A2.2: Keynotes 1, and 4 shall be revised to reflect note 1 of this addendum (Bid Option C, barn doors). Keynotes 1 and 4 are part of Bid Option C. Keynote 18, metal equipment screen shall be deleted.

17. Sheet A2.3: Pump House Structure is Bid Option A and is shown on attached sheet A2.3a.

Keynotes 1, 2, 4, 5, 8, 9, 10, 11, and 12 comprise Bid Option A.

18. Sheet A3.1: Mezzanine structure for Storage area 116 shall not be an accessible space and shall not be used for storage purposes.

19. Sheet A3.2: Casework in rooms 107 and 109, and glazed acoustical screen and ceiling in room 114 comprise Bid Option I, interior finishes.

20. Sheet A4.1: Keynote 9, alternating tread devices shall be deleted. Keynotes 11 and 13, casework comprise Bid Option I. Walk-off mat and concrete slab recess in room 102 shall be deleted.

21. Sheet A4.2: Storage area 116 shall not be an accessible space and shall not be used for storage purposes, delete all enhanced structural framing members and plywood floor sheathing (keynote 3), and guardrail (keynote 4). Alternating tread devices (keynote 2) shall be deleted. Roof hatch shall be deleted.

22. Sheet A5.3: Walk-off mat concrete slab recess shall be deleted (detail 12).

23. Sheet A5.4: Walk-off mat concrete slab recesses shall be deleted (details 6 and 11).

24. Sheet A5.8: Metal mechanical equipment screen shall be deleted. Concrete slab to remain.

25. Sheet A5.9: Roof hatch shall be deleted (detail 3).

26. Sheet A6.3: Keynote 1 (acoustical canopy), 2 (glass partition) and 8 (casework) is Bid Option I, interior finishes. Keynote 3 (exhibit track lighting) is Bid Option H, track lighting system.

27. Sheet A6.5: Delete recess for walk-off mat and walk-off mat (detail 8). Carpeting is Bid Option

I.

28. Sheet A6.7: Acoustic Canopy is Bid Option I, interior finishes; per attached sheet A6.7a.

29. Sheet A6.8: Information Desk (casework) is Bid Option I, interior finishes; per attached sheet

A6.8a.

30. Sheet A7.1: Doors 102C, 112, 113A, and 113B comprise Bid Option C. Notes 2 and 3 relate to

Bid Option C.

31. Sheet A7.2: Carpet floor covering and rubber base in rooms 107 (office) and 114 (video) are in Bid Option I, interior finishes. Walk-off mats shall be deleted in rooms 102 and 106.

32. Sheet S1.1: Walk-off mat concrete slab recesses shall be deleted at rooms 102 and 106.

33. Sheet S1.4: Concrete foundation, slab, and stem wall for Pump House structure shall be constructed in their entirety.

34. Sheet S1.5: Pump House structure is Bid Option A.

35. Sheets M0.2, M1.1, and F1.3: Mechanical, electrical equipment, and fire suppression systems associated with Pump House structure is Bid Option A.

36. Sheet E0.2 and E1.1: “Zumtobel” or approved equal track lighting system components in room 113 comprise Bid Option H. Bid Option H comprises all wiring, equipment, fixtures, hangers, track, and accessories that comprise the exhibit track lighting system, including fixture types F1A, F1B, F1B-EM, F1C, F1D, F1D-EM, F1E, F1E-EM, FC, S, SPF, F7, F7-EM, F8, and associated track mounting sections, track blanks, corner sections, and hardware.

37. Sheet E1.1: Keynote 11, delete reference to motorized window shade.

38. Sheet E1.2: Delete keynote 8 referencing motorized window shades.

39. Sheet E1.3: Pump House light fixtures and switching to be part of Bid Option A.

40. Sheet E1.4: Two light fixtures F5 and associated cabling and conduit shall be deleted.

Attachments:

Section 0127000 v2, C2.0a, L1a, L2a, A1.5a, A2.3a, A6.7a, and A6.8a.

MIIN - 159776

TABLE OF CONTENTS - 1

TABLE OF CONTENTS

SPECIFICATIONS

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 24 - Submittal List

01 33 25 - Closeout and Operation & Maintenance Requirements

01 35 13.22 - Archeological Protection

01 35 23 - Safety Requirements

01 35 91 - Historic Preservation Treatment Procedures

01 40 00 - Quality Requirements

NPS Final Accessibility Inspection Report

01 42 00 - References

01 50 00 - Temporary Facilities and Controls

01 56 39 - Temporary Tree and Plant Protection

01 57 19.11 - Indoor Air Quality Management

01 57 19.12 - Noise & Acoustics Management

01 57 23 - Temporary Storm Water Pollution Prevention

01 67 00 - Product Requirements

01 73 29 - Cutting and Patching

01 73 40 - Execution

01 74 19 - Construction Waste Management and Disposal

01 77 00 - Closeout Procedures

01 78 23 - Operation and Maintenance Data

TABLE OF CONTENTS - 2

01 79 00 - Demonstration and Training

01 81 13 - Sustainable Design Requirements

01 91 14 - Total Building Commissioning

Division 02 -- Existing Conditions

02 41 01 - Selective Demolition

02 43 00 - Structure Moving and Shoring

Division 03 -- Concrete

03 30 00 - Cast-in-Place Concrete

03 35 11 - Concrete Floor Finishes

Division 04 -- Masonry (NOT USED)

Division 05 -- Metals

05 12 00 - Structural Steel Framing

05 50 00 - Metal Fabrications

05 51 00 - Metal Stairs

Division 06 -- Wood, Plastics, and Composites

06 10 00 - Rough Carpentry

06 17 53 - Shop-Fabricated Wood Trusses

06 20 00 - Finish Carpentry

06 41 00 - Architectural Wood Casework

Division 07 -- Thermal and Moisture Protection

07 21 00 - Thermal Insulation

07 25 00 - Weather Barriers

07 42 13 - Metal Wall Panels

07 46 23 - Wood Siding

07 52 02 - Modified Bituminous Waterproofing Membrane

07 53 23 - EPDM Thermoset Single-Ply Roofing

07 62 00 - Sheet Metal Flashing and Trim

07 72 00 - Roof Accessories

07 92 00 - Joint Sealants

TABLE OF CONTENTS - 3

Division 08 -- Openings

08 01 52 - Wood Window Restoration

08 11 13 - Hollow Metal Doors and Frames

08 14 16 - Flush Wood Doors

08 30 50 - Custom Sliding Doors to Match Historical Doors

08 31 00 - Access Doors and Panels

08 41 26 - All-Glass Entrances and Storefronts

08 43 13 - Aluminum-Framed Storefronts

08 52 00 - Wood Windows

08 52 65 - Custom Wood Windows

08 62 00 - Unit Skylights

08 71 00 - Door Hardware

08 71 13 – Power Door Operators

08 80 00 - Glazing

08 91 00 - Louvers

Division 09 -- Finishes

09 21 16 - Gypsum Board Assemblies

09 65 00 - Resilient Flooring

09 68 13 - Tile Carpeting

09 78 13 - Stainless Steel Wall Panels

09 84 00 - Acoustic Room Components

09 91 13 - Exterior Painting

09 91 23 - Interior Painting

Division 10 -- Specialties

10 14 00 - Signage

10 21 13.13 -Metal Toilet Compartments

10 28 00 - Toilet, Bath, and Laundry Accessories

10 44 00 - Fire Protection Specialties

10 45 00 - Roof Top Fall Protection - Bidder Design

10 82 13 - Mechanical Screens - Bidder Design

10 82 14 - Solar Panel Support System - Bidder Design

MIIN - 159776 TABLE OF CONTENTS - 4

Division 11 -- Equipment (NOT USED)

Division 12 -- Furnishings (NOT USED)

Division 13 -- Special Construction (NOT USED)

Division 14 -- Conveying Equipment (NOT USED)

Division 21 -- Fire Suppression

21 05 00 - Common Work Results for Fire Suppression

21 05 33 - Common Work Results for Fire Suppression

21 05 48 - Vibration and Seismic Controls for Fire Suppression Piping and Equipment

21 05 32 - Identification For Fire Suppression Piping And Equipment

21 11 00 - Facility Fire Suppression Water Service Piping

21 12 19 - Ground-Mounted, Fire Suppression Water Storage Tanks

21 13 00 - Fire Suppression Sprinklers

21 31 16 – Diesel-Drive Centrifugal Fire Pumps

Division 22 -- Plumbing

22 05 19 - Meters and Gages for Plumbing Piping

22 05 53 - Identification for Plumbing Piping and Equipment

22 07 19 - Plumbing Piping Insulation

22 10 05 - Plumbing Piping

22 10 06 - Plumbing Piping Specialties

22 40 00 - Plumbing Fixtures

Division 23 -- Heating, Ventilating, and Air-Conditioning (HVAC)

23 05 01 - Mechanical General Provisions

23 05 29 - Supports, Hangers, Anchors and Sleeves

23 05 48 - Vibration Isolation and Seismic Restraints

23 05 53 - Identification for HVAC Piping and Equipment

23 05 93 - Mechanical Systems Balancing

23 07 00 - Insulation

23 08 00 - Commissioning of HVAC

23 21 13 - Piping and Accessories

23 31 00 - Ductwork

TABLE OF CONTENTS - 5

23 33 13 - Ductwork Accessories

23 34 00 - Fans

23 37 00 - Air Outlets and Inlets

23 40 00 - Air Filters and Cleaners

23 82 00 - Space Terminal Heating Units

23 83 36 - Split System Heat Pump

Division 26 -- Electrical

26 05 01 - Electrical General Provisions

26 05 19 – Low Voltage Electrical Power Conductors and Cables

26 05 26 - Grounding and Bonding

26 05 29 - Hangers and Supports for Electrical Systems

26 05 33 - Raceways and Boxes

26 05 48 - Vibration and Seismic Controls for Electrical Systems

26 05 53 - Identification for Electrical Systems

26 09 43 – Lighting Controls

26 24 16 - Panelboards

26 27 13 – Electric Metering

26 27 26 - Wiring Devices

26 28 16 - Disconnect Switches and Individual Motor Controllers

26 31 00 - Solar Panel System

26 33 23 – Central Battery Equipment

26 50 00 - Luminaries and Accessories

Division 27 – Communications

27 00 10 - Basic Communications Requirements

27 05 28 - Pathways For Technology Systems

27 15 00 - Voice And Data Communication Cabling

Division 28 – Electronic Safety and Security

28 31 00 - Fire Detection and Alarm System

TABLE OF CONTENTS - 6

Division 31 -- Earthwork

31 10 00 - Site Clearing

31 20 00 - Earth Moving

Division 32 -- Exterior Improvements

32 16 00 - Concrete Curbs, Gutters, Sidewalks and Driveways

32 17 00 - Pavement Markings Detectable Warning Surfaces and Signage

Division 33 -- Utilities

33 11 00 - Water Utility Distribution Piping

33 21 00 - Water Supply Wells (includes Abandonment of Exist Well)

33 31 00 - Sanitary Utility Sewerage Piping

33 34 00 - On Site Wastewater Disposal

END OF SECTION

MIIN - 159776 01 11 00 - 1

091015 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work phases.

3. Work under other contracts.

4. Government Furnished Materials.

5. Contractor use of premises.

6. Public use of site.

7. Occupancy requirements for buildings.

8. Work Restrictions.

9. Soils Investigation Report.

10. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Minidoka National Historic Site, Jerome, Idaho. Starting from Twin Falls, travel east on Kimberly Road which becomes ID-50, continue north on ID-25, turn right on Hunt Road to Minidoka National Historic Site.

B. The Work consists of the following:

1. The Work includes new site utilities, utility required engineering services for underground electrical from pole mounted transformer to visitor contact station and overhead power connection to new pump house, visual enclosure for site fire suppression water storage tank and pump house, fire pump, well head, and underground domestic and fire suppression distribution piping, photovoltaic array and related equipment, new sanitary waste system with septic tank and drain field, required permits, rehabilitation of partial existing historical warehouse for interpretive exhibits, and new addition containing a ranger office, information desk, staff restroom, visitor restrooms, and open breezeway, interpretive plazas front and back, new parking area, access drive, and pedestrian trails.

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

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

MIIN - 159776 01 11 00 - 2

1.3 GOVERNMENT FURNISHED MATERIALS

A. Government Provided Materials consist of the following: Miscellaneous saw lumber boards that have been salvaged from historical structures. This material is stockpiled in Warehouse #5. See Specifications Section 01 3591 Historic Preservation Treatment Procedures for inventory requirements and reuse priorities.

1.4 CONTRACTOR USE OF SITE

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

1. Limits: Confine constructions operations to areas indicated on the 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.

B. Storage of Materials: Confine storage of materials to staging area indicated on the drawings.

C. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

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

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

Contracting Officer and remove agreed-on roots and branches that interfere with construction.

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

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

See Section 015639 Temporary Tree and Plant Protection for additional requirements.

D. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

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

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

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

F. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for

MIIN - 159776 01 11 00 - 3

vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

1.5 PUBLIC USE OF SITE

A. The building and road will be closed to the public during construction.

1.6 OCCUPANCY REQUIREMENTS FOR BUILDINGS

A. Existing Buildings

1. Partial Government Occupancy: Government will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government’s operations.

Maintain existing exits, unless otherwise indicated.

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

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

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

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

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

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

1.7 CONDUCT OF OPERATIONS

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

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 48 hours in advance of the work to the Contracting Officer for approval.

MIIN - 159776 01 11 00 - 4

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.

1.8 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 a.m. to 4:30 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: Same as weekday with prior written approval of the Contracting Officer.

B. Existing Utilities

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

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

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

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

1. Notify Contracting Officer not less than two days in advance of proposed utility interruptions.

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

D. Nonsmoking Park: Smoking is not permitted within the park boundaries.

1.9 SPECIAL CONSTRUCTION REQUIREMENTS

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

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

1.10 SOILS INVESTIGATION REPORT

A. A soils investigation report entitled Report of Geotechnical Engineering Services, MIIN Vistitor Contact Station (PMIS 159776), Minidoka Internment Camp, Hunt Idaho, dated May 13, 2015 has been prepared by GeoDesign Inc, www.geodesigninc.com.

B. A copy of the report is available to all plan holders with this package.

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

MIIN - 159776 01 11 00 - 5

1.11 ADDITIONAL REPORTS

A. A report entitled Asbestos-Containing Materials Survey Report for United States Department of Interior, Miindoka Internment National Monument, Jerome County, Idaho, dated December 6, 2010 has been prepared by MACTEC, www.mactec.com.

B. A copy of the report is available to all plan holders with this package.

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

MIIN - 159776 01 26 01 - 1

031414 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. The work of this section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: Those costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):

1. Rent

2. Utilities

3. Furnishings

4. Office equipment

5. Executive and management staff not exclusively assigned to the project

6. Support, accounting, and administrative staff

7. Preparation of cost proposals, estimating, and schedule analyses connected with

Modifications

8. Estimating and preconstruction services

9. Mortgage costs

10. Real estate and corporate taxes

11. Automobile maintenance and travel costs for home office personnel

12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.

13. Depreciation of equipment and other assets

14. Home office supplies (paper, staples, etc.)

15. Legal services

16. Accounting and data processing

17. Professional fees/registration

B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with the preparation of modifications will not be allowed. The costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:

1. Project Manager, Assistant Project Manager

2. Superintendent, Assistant Superintendent

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

4. Engineers

5. Travel, lodging, and per diem (as established by Federal Travel Regulations)

MIIN - 159776 01 26 01 - 2

6. Scheduling

7. Field Office Trailers and associated temporary utilities

8. Field office supplies

a. Mailing and couriers

b. Reproduction costs

c. Storage

d. Phones

e. Computers

f. Copiers

9. Personal vehicles i.e. Superintendent Pickup trucks

C. General Requirements: These are costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate. The following items, if applicable, are considered allowable costs for calculating General Requirements:

1. Hoisting

2. Material handling

3. Temporary fencing

4. Port-a-lets

5. Trash removal, dumpsters

6. Barricades

7. Small tools

8. Safety supplies

9. Scaffolding

10. Daily cleaning

11. Traffic control

12. Temporary signage

13. Temporary heating and power

D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on the project site. Modification costs for salaried workers are only allowed within the structure of a 40-hour week and no overtime or holiday pay will be allowed.

1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:

a. Base Rate: This is the hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that the business must pay on behalf of the worker to government entities and educational forums, such as:

1) Social Security

2) Medicare

3) Workers Compensation– Policy and company calculation to be made available.

4) FUTA– Cap Rate and percentage to be proportionally allocated over one year.

5) SUTA– Cap Rate and percentage to be proportionally allocated over one year.

MIIN - 159776 01 26 01 - 3

6) Union agreement costs – Other costs required under an enforceable collective bargaining agreement.

c. Fringe Benefits: Various non-wage compensations provided to employees such as:

1) Health Care Insurance Premiums

2) Cell Phone

3) Clothing

4) 401K and Pensions

5) Vehicle allowances

6) Gas allowance

7) Life insurance premiums

8) Disability insurance

9) Other Fringe Benefits required under an enforceable collective bargaining agreement

E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.

F. General Liability Insurance: An insurance policy that protects the contractor from claims resulting from bodily injury or property damage to a third party. Include this as a separate line item within all modification proposals and provide a current insurance quote upon request.

G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each individual project based on a sliding scale which relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.

1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS

A. General:

1. Your proposal must be received in the format and within the time frame specified in the Request for Proposal letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. The proposal must be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed that that they are included in the hourly rate shown, or contractor is not requesting reimbursement.

Contractor may utilize the government provided Contractor Estimate Form, or their 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 http://www.nps.gov/dscw/publicforms.htm

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own form, provided that it contains the same information and level of detail as the Gov’t provided form.

3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction Schedule”, for time impact analysis requirements. TIA and associated costs must be received with the proposal by the date shown within the Request for Proposal letter.

Contractor’s failure to submit within the specified time frame will be construed as the Contractor waiving the right for additional time and no time extension will be allowed.

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

5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the NPS. All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.

6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.

B. Labor:

1. Contractor shall estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work.

Any work proposed that will require overtime work or premium pay shall be itemized separately. All rates shall be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers’ compensation insurance, FICA, FUTA, and other direct costs resulting from Federal, State or local laws.

2. Itemize labor costs for equipment operators separate from equipment costs.

3. The labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. The estimated cost for materials shall include quotes from multiple sources. Material prices must include all applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.

2. No markup shall be applied to any material provided by the NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for the work being performed.

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

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

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

b. Construction Blue Book

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

4. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per FAR 31.105(d)(2)), depreciation, storage, insurance, and all incidentals.

Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.

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

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

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

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

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

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

E. Establishment and Application of Overhead and Profit Percentages:

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

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

Overhead………………10% Profit…………………7.75%

2. Total aggregate limit of markup (OH&P) for contractor and subcontractors on modification work shall not exceed 25%. The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.

3. If contractors form a partnership, than the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to par 1.3,E,1 above). It is the responsibility of the partners to decide on the division of revenue.

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

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

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PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION 012601

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MIIN - 159776 01 27 00 - 1

REVISED 082317 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS (REVISED V2 8/23/17)

PART 1 – GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general, what is and what is not included in a Contract Line Item Number (CLIN), and the limits or cut-off points where one item ends and another begins.

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

1.2 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item No. 001 Base Bid: Main Building.

1. This item consists of providing new site utilities for the Visitor Contact Station, Pump House, and associated facilities, which comprise overhead and underground electrical service and associated works, electrical metering and transformers per the documents; concrete equipment pad; sanitary sewer system including septic tank and on-site drain field; domestic and fire suppression system water supply to within 5 feet of the concrete slab perimeter of the new Pump House Fire Suppression System and Water Storage Tank (described in CLIN 002);

and associated metering.

2. This item shall include all required utility service applications and payment of any service connection and design charges or fees, and the cost of work performed by the utility service provider, and performance of all required coordination with utility service providers. This shall include all primary electrical service costs as described in the documents.

3. This item shall include the application for and coordination of all permits required by code, including for the septic system and drain field, per Specification Section 013100.

4. This line item consists of the rehabilitation of the existing historic single story wood-framed warehouse structure for the Visitor Contact Station, and for future installation of interpretive exhibits. In detail, this item comprises the selective demolition of existing concrete foundation slab and stem walls, and installation of new concrete slab and foundations; the rehabilitation of the warehouse structure, with a new addition comprising ranger office, staff restroom, mechanical equipment room, and a self-contained visitor restroom structure addition connected to the warehouse by an open concrete paved breezeway with exterior wall entrance framing; the selective demolition of existing warehouse electrical system; the selective demolition and salvage (as applicable) of existing sheet metal siding and roofing;

salvage of existing equipment per the documents; the installation of new bitumen and lath siding, and sheet metal siding; the installation of new roof framing, shear walls, sheathing, membrane and flashings per the documents; the installation of new mechanical, electrical, including low voltage, telecommunications, plumbing, and fire suppression and fire alarm systems, and controls and equipment in the existing warehouse and restroom addition; the installation of new wall framing, wall, floor and ceiling finishes and coverings, insulation, doors, windows, glazing, and all building systems and fixtures shown on the documents; the installation of all mechanical, electrical, and plumbing fixtures, fittings, and accessories; in addition to architectural casework, partitions and other specialties per the documents.

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5. The lighting system in this item shall comprise of all conduits, raceways, fixtures, accessories, and equipment per the documents, including lighting control panel, exhibit track lighting switching only, raceways, and conduits, and junction boxes; but shall exclude the exhibit track lighting system fixtures and track described in CLIN 010.

6. This item shall include recessed light fixtures and fire sprinkler heads at video area room 114.

7. Concrete paving included in this item includes the concrete paved breezeway to the perimeter of the building footprint; the rear concrete paved interpretive plaza; and, sidewalks at all entrances extending 6 feet from the building footprint, which includes concrete stoops at east door, west doors, and south front breezeway entrance; all as denoted by a redline on drawings L1a and L2a.

8. This item includes two concrete paved accessible parking spaces and XX feet section of sidewalk, associated pavement markings, wheel stops, and signs shown on drawings C2.0 and L3; and further delineated by a redline on drawings C2.0a, L1a and L2a.

9. This item includes all landscaping preparation, fine grading, and seeding as described in the documents.

10. This item specifically excludes: Pump House building, Fire Suppression System Water Storage Tank, and fire suppression system pump and equipment (described in CLIN 002 and

004) and metal screen fencing (CLIN 008); installation of the water supply well (described in CLIN 003); fire water piping and data line connections to the Hermann House (CLIN 005);

new and rehabilitated “barn doors” (CLIN 006); photovoltaic array (CLIN 007); parking areas and pedestrian sidewalks (CLIN 009a and 009b) with the exception of the breezeway, interpretive plaza, and stoops described herein; mechanical equipment screen denoted on drawing A5.8; and, excludes the sound proof glazing and ceiling acoustical canopy system for the video area room 114, and interior casework and flooring described herein (in CLIN 011).

11. General conditions and temporary controls and facilities, including required permits, erosion and sediment control, testing, and special inspections, shall be included in this item as they relate to this element of work.

12. Measurement for payment will be as percentage of work completed.

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

B. Contract Line Item No. 002 Base Bid: Pump House Fire Suppression System, Water Storage Tank, and Fire Pump.

1. This item comprises saw-cutting and selective demolition of existing historical concrete slab per the documents; installation of new concrete slab and foundations; and installation of diesel-fuel skid mounted fire pump assembly, sump, drain, and sewer outfall, piping and connections, fire tank sediment filter, fire riser and main, controls, water and electrical service connection and sub metering.

2. This item comprises installation of a ground-mounted 42,000 gallon capacity Fire Suppression Water Storage Tank, piping, drains and equipment, including water level sensor and tank heater, per the documents.

3. Domestic water treatment and disinfecting equipment and systems are excluded (per CLIN 003).

4. The Pump House structure, comprising wood framing, roofing, siding, roof hatch, doors, electrical, mechanical, and fire alarm systems and fire suppression piping is specifically excluded from this item, and is described in CLIN 004. A temporary structure will be provided by NPS on completion of the work if CLIN 004 is not accepted at award.

5. Fire suppression system piping and sewer outfall to extend 5 feet from the perimeter of the new concrete foundation slab.

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6. General conditions and temporary controls and facilities, including required permits, testing, and special inspections, shall be included in this item as they relate to this element of work.

7. Measurement for payment will be as percentage of work completed.

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

C. Contract Line Item No. 003 Base Bid: Domestic and Fire Suppression System Water Supply Well, and abandonment and decommissioning of existing domestic Water Well.

1. This item consists of abandoning existing water well and drilling a new 500 feet deep domestic and fire suppression water well, providing a wellhead, and domestic water treatment equipment and systems, and electrical connections, for meeting Idaho Department of Environmental Quality requirements and standards.

2. This item includes decommissioning the existing water supply well, located on the site but in a different location, and the demolition and removal of any associated foundations, tanks, and structures.

3. This item includes domestic water treatment equipment and systems described in the documents, including sediment filter, water softening equipment, UV equipment, and pressure tanks, and associated piping, sensors and accessories, gauging, conduit, wiring, and electrical connections.

4. This item shall include the application for and coordination of all permits required by code, and per Specification Section 013100, and all necessary water quality testing.

5. General conditions and temporary controls and facilities, including all required permits, testing, and special inspections, shall be included in this item as they relate to this element of work.

6. Measurement for payment:

a. Basis of Measurement: By the vertical foot of well depth identified in the documents.

b. Basis of Measurement (Change in Well Depth): By the vertical foot of actual well depth change from Base Bid and recorded in Project Record Documents.

c. Determination of Unit Measurement: Identified by site measurements and verified by the

Contracting Officer (CO).

d. Grouting and sealing: By the cubic foot. Includes materials and placement of grout and sealing materials.

e. Pump: By the unit. Includes pump controller, motor drive, fittings, sensor, and accessories; conduit, wire, pipe and pipe fittings from well to building service line;

accessories and pump.

f. Pressure tanks, filtration, metering and treatment works: By the unit. Includes vessels, fittings, sensors and accessories; interconnecting conduit, wire, fittings and gauging equipment.

7. Basis of Payment: Includes drilling, casing, backfilling, development, pump test, and water quantity and quality tests.

D. Contract Line Item No. 004 Option A: Pump House Building.

1. This item comprises the Pump House building structure which includes wood framing, roof trusses, sheathing, siding, insulation, and drywall, roof coverings and flashings, doors and frames, roof hatch, electrical, mechanical, and fire suppression systems. This work is delineated on drawings C2.0a, A1.5a, and A2.3a.

2. This item excludes Pump House concrete foundations, slab, and stem wall; and all main building fire suppression system infrastructure included in CLIN 002 and water well equipment described in CLIN 003.

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3. If this CLIN is not accepted at award, a temporary structure will be provided by NPS on completion of the work described in CLIN 001, 002, and 003.

4. Measurement for payment will be as percentage of work completed.

5. Payment will be made at the lump sum price.

E. Contract Line Item No. 005 Option B: Fire System Water Line, Data Line, and Data Connection to Herrmann House.

1. This item consists of trenching, rock drilling, and placement of 6-inch diameter fire water line, and associated appurtenances and connections, including fire department connection, hydrants, thrust restraints, harnessing, couplings, and valve boxes, from the Pump House and Water Storage Tank to Herrmann House; including cover with engineered fill, and landscaping and walkway reinstatement per the documents.

2. This item consists of the installation of fiber optic data cabling and connections, and associated appurtenances, including pull boxes, from the Visitor Contact Station to the Herrmann House, per the documents.

3. General conditions and temporary controls and facilities, including required permits, testing, and special inspections, shall be included in this item as they relate to this element of work.

4. Measurement for payment will be as percentage of work completed.

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

F. Contract Line Item No. 006 Option C: New Reconstructed and Rehabilitated “Barn Doors.”

1. This item consists of providing two pairs of new partially glazed wood rolling “barn doors” that replicate the existing historic barn doors as the drawings indicate, doors 102C and 113B.

This item includes all track, brackets, accessories, and flashing and installation of the new doors, and as denoted on drawings A1.1, A2.1, A2.2, A5.7, and A7.1.

2. This item consists of the removal and rehabilitation of two pairs of existing historic…