C04g Specifications 1240LT26Q0137.pdf

HEADHOUSE BUILDING 000501-1

USDA FOREST SERVICE, R4

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 000501 – HEADHOUSE BUILDING

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the construction of a nursery headhouse to support planting operations at the Lucky Peak Nursery.

1.2 REFERENCE SPECIFICATIONS

A. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

2024 International Building Code 2024 International Plumbing Code 2024 International Mechanical Code 2024 International Fuel Gas Code 2024 International Energy Conservation Code 2023 National Electrical Code 2004 Americans with Disabilities Act/Architectural Barriers Act Guidelines (ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

1.3 MEASUREMENT AND PAYMENT

A. Headhouse Building - Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for remodel work constructed and completed ready for use. Measurement shall include all work items within 5 feet of the roof line (including utilities within those limits). Payment for this item shall also include all heating, ventilating and cooling systems, plumbing, compressed air and electrical systems.

B. Base Bid Items include but are not limited to:

1. The contractor shall construct a new 3,220 SF headhouse adjacent to the greenhouses for preparing plants and materials. The new facility work includes concrete foundations, slabs, drainage system, insulation, wood framing, plywood, standing seam sheet metal roofing, weather resistant sheet goods, ice and water shield, metal siding, fiberglass framed windows, glazing, overhead doors, hollow metal doors and frames, wood doors, door hardware, sealants, gypsum board, painting, toilet accessories, plumbing fixtures, piping, propane piping, hot water heater, compressed air system, emergency equipment, dual fuel heat pump, fans, lights, electrical, wiring, fire extinguishers, bollards, signs, and other work as required to construct a complete useable facility.

2. The contractor shall provide a qualified 3rd party for all structural inspections listed in the structural plans.

http://www.access-board.gov/adaag/html/adaag.htm

HEADHOUSE BUILDING 000501-2

C. Schedule of Values. The Contractor shall submit to the Government with the bid an initial Schedule of Values for the Work, allocating values as the contractor understands the work among all categories or portions of the Work to provide a complete and functional facility. The contractor shall include all work within 5’ of the building roof perimeter and concrete as described above. The Schedule of Values shall be prepared in such form and supported by data to substantiate its accuracy to the extent the Government may require and shall be based upon the latest cost information available to Contractor.

1.4 RELATED WORK

A. The work shall be in accordance with the contract documents.

B. The work shall be in accordance with the following specifications. The subsidiary specifications are referred to in the text by the Section designation only.

PART 2 - PRODUCTS - Not Applicable

PART 3 - EXECUTION

3.1 GENERAL

A. Work shall be completed in accordance with the contract drawings and specifications.

B. APPLICABLE SPECIFICATION SECTIONS:

Section 000501 –Lucky Peak Headhouse Section 011250 - Measurement and Payment With Asphalt Section 011400- Work Restrictions Section 011700- Accident Prevention Section 012500 - Utility Company Coordination Section 013100- Project Management and Coordination Section 013300 - Submittal Procedures Section 014130 - Contractor’s Quality Control Section 015000 - Temporary Facilities and Controls

Section 023701- Sedimentation and Erosion Control Section 024100- Waste Material Disposal

Section 033000 - Cast-In-Place Concrete

Section 055215- Greenhouse Growing Tables

Section 061000 - Rough Carpentry Section 061600 - Sheathing Section 061753 - Shop-Fabricated Wood Trusses

Section 071113 - Dampproofing Systems Section 072100 - Thermal Insulation Section 074113.16 - Standing-Seam Metal Roof Panels

HEADHOUSE BUILDING 000501-3

Section 074213.13 - Formed Metal Wall And Soffit Panels Section 076200 - Sheet Metal Flashing And Trim Section 079200 - Joint Sealants

Section 081113 - Hollow Metal Doors And Frames Section 081416 - Flush Wood Doors Section 083613 - Sectional Overhead Doors Section 085413 - Fiberglass Windows Section 087100 - Door Hardware Section 088000 - Glazing Section 089119 - Fixed Louvers Section 092900 - Gypsum Board Section 096513 - Resilient Base And Accessories Section 096723 - Resinous Flooring Section 097700 - Special Wall Finishes Section 099123 - Interior Painting Section 099300 - Staining And Transparent Finishing Section 099600 - High-Performance Coatings

Section 101423 - Panel Signage Section 102800 - Toilet And Bath Accessories Section 105201 - Fire-Protection Specialties

Section 220517 - Sleeves And Sleeve Seals For Plumbing Piping Section 220518 - Escutcheons For Plumbing Piping Section 220523 - General-Duty Valves For Plumbing Piping Section 220523.12 - Ball Valves For Plumbing Piping Section 220529 - Hangers And Supports For Plumbing Piping And Equipment Section 220553 - Identification For Plumbing Piping And Equipment Section 221116 - Domestic Water Piping Section 221316 - Sanitary Waste And Vent Piping Section 221513 - General-Service Compressed-Air Piping Section 223400 - Fuel-Fired, Tankless-Water Heaters Section 224213.13 - Commercial Water Closets Section 224216.13 - Commercial Lavatories Section 224216.16 - Commercial Sinks Section 224716 - Pressure Water Coolers

Section 230513 - Common Motor Requirements For Hvac Equipment Section 230529 - Hangers And Supports For Hvac Piping And Equipment Section 230548 - Vibration And Seismic Controls For Hvac Section 230593 - Testing, Adjusting, And Balancing For Hvac Section 230713 - Duct Insulation Section 231126 - Facility Liquefied-Petroleum Gas Piping Section 233113 - Metal Ducts Section 233713 - Diffusers, Registers, And Grilles

HEADHOUSE BUILDING 000501-4

Section 235416.12 - Dual Fuel Gas Fired Heat Pump Packaged Section 237213- Energy Recovery Ventilators

Section 260000 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And Cables Section 260523 - Control-Voltage Electrical Power Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260529 - Hangers And Supports For Electrical Systems Section 260533.13 - Conduits For Electrical Systems Section 260533.16 - Boxes And Covers For Electrical Systems Section 260553 - Identification For Electrical Systems Section 262726 - Wiring Devices Section 270500 - Common Work Results For Communications Section 270526 - Grounding And Bonding For Communications Systems Section 270528 - Pathways For Communications Systems Section 271100 - Communications Equipment Room Fittings Section 271200 - Communications Copper Network Cabling Section 271323 - Communications Optical Fiber Backbone Cabling

Section 321713 - Bollards

Section 312000 - Earthwork Section 312010 - Select Borrow Section 312100 - Project Site Prep and Grading Section 312225 - Excavation & Embankment Section 321204 - Crushed Aggregate Base or Surface Course

END OF SECTION 000501

MARCH 2026

REPAIR GREENHOUSE #1 000502-1

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 000502 - REPAIR GREENHOUSE #1

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the repair and remodel of an existing wood framed facility at the Lucky Peak Nursery for the Boise National Forest in Boise, Idaho.

1.2 REFERENCE SPECIFICATIONS

A. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

2024 International Building Code 2024 International Plumbing Code 2024 International Mechanical Code 2024 International Fuel Gas Code 2024 International Energy Conservation Code 2023 National Electrical Code 2004 Americans with Disabilities Act/Architectural Barriers Act Guidelines (ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

1.3 MEASUREMENT AND PAYMENT

A. Repair Greenhouse #1 - Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for remodel work constructed and completed ready for use. Measurement shall include all work items within 5 feet of the roof line (including utilities within those limits). Payment for this item shall also include all irrigation, controls, heating, ventilating and cooling systems, plumbing, compressed air and electrical systems.

B. Base Bid Items include but are not limited to:

1. The contractor shall provide selective demolition and repairs for a 34,645 SF greenhouse that experienced a fire. Demolition includes, removal of asphalt and gravel floors, removal and disposal of polycarbonate sheeting, shade fabrics, heating system, lighting, electrical components, controls, irrigation booms, and equipment. The contractor will be required to phase the work and compete ½ of the building to allow the Forest Service to continue to grow critical forest products.

Construction work includes new concrete slabs, perimeter insulation, replacement polycarbonate panels, new shade curtains, doors, door hardware, growing benches, irrigation booms, drainage systems, environmental controls, emergency equipment, compressed air systems, propane lines , hot water heater, mechanical design and HVAC system including unit heaters infrared heaters, lights and electrical, and other work as required to construct a complete useable facility.

REPAIR GREENHOUSE #1 000502-2

initial Schedule of Values for the Work, allocating values as the contractor understands the work among all categories or portions of the Work to provide a complete and functional facility. The contractor shall include all work within 5’ of the building roof perimeter and concrete as described above. The Schedule of Values shall be prepared in such form and supported by data to substantiate its accuracy to the extent as the Government may require and shall be based upon the latest cost information available to Contractor.

1.4 RELATED WORK

A. The work shall be in accordance with the contract documents.

B. The work shall be in accordance with the following specifications. The subsidiary specifications are referred to in the text by the Section designation only.

PART 2 - PRODUCTS - Not Applicable

PART 3 - EXECUTION

3.1 GENERAL

A. Work shall be completed in accordance with the contract drawings and specifications.

B. APPLICABLE SPECIFICATION SECTIONS:

Section 000502 –Repair Lucky Peak Greenhouse #1 Section 011250 - Measurement and Payment With Asphalt Section 011400- Work Restrictions Section 011700- Accident Prevention Section 012500 - Utility Company Coordination Section 013100- Project Management and Coordination Section 013300 - Submittal Procedures Section 014130 - Contractor’s Quality Control Section 015000 - Temporary Facilities and Controls

Section 023701- Sedimentation and Erosion Control Section 024100- Waste Material Disposal

Section 033000 - Cast-In-Place Concrete

Section 055215- Greenhouse Growing Tables

Section 072100 - Thermal Insulation Section 081113 - Hollow Metal Doors And Frames

REPAIR GREENHOUSE #1 000502-3

Section 133413- Prefabricated Greenhouses Section 133415- Greenhouse Controls

Section 220517 - Sleeves And Sleeve Seals For Plumbing Piping Section 220518 - Escutcheons For Plumbing Piping Section 220523 - General-Duty Valves For Plumbing Piping Section 220523.12 - Ball Valves For Plumbing Piping Section 220529 - Hangers And Supports For Plumbing Piping And Equipment Section 220553 - Identification For Plumbing Piping And Equipment Section 221116 - Domestic Water Piping Section 221316 - Sanitary Waste And Vent Piping Section 221400- Trench Drains Section 221513 - General-Service Compressed-Air Piping Section 223400 - Fuel-Fired, Tankless-Water Heaters Section 224216.16 - Commercial Sinks

Section 230513 - Common Motor Requirements For Hvac Equipment Section 230529 - Hangers And Supports For Hvac Piping And Equipment Section 230548 - Vibration And Seismic Controls For Hvac Section 230593 - Testing, Adjusting, And Balancing For Hvac Section 231126 - Facility Liquefied-Petroleum Gas Piping

Section 260000 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And Cables Section 260523 - Control-Voltage Electrical Power Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260529 - Hangers And Supports For Electrical Systems Section 260533.13 - Conduits For Electrical Systems Section 260533.16 - Boxes And Covers For Electrical Systems Section 260553 - Identification For Electrical Systems Section 262726 - Wiring Devices Section 270500 - Common Work Results For Communications Section 270526 - Grounding And Bonding For Communications Systems Section 270528 - Pathways For Communications Systems Section 271100 - Communications Equipment Room Fittings Section 271200 - Communications Copper Network Cabling Section 271323 - Communications Optical Fiber Backbone Cabling

Section 321713 - Bollards

Section 312000 - Earthwork Section 312010 - Select Borrow Section 312100 - Project Site Prep and Grading Section 312225 - Excavation & Embankment

REPAIR GREENHOUSE #1 000502-4

Section 328400- Irrigation Booms

END OF SECTION 000502

LUCKY PEAK GREENHOUSE #2 000503-1

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 000503 - LUCKY PEAK GREENHOUSE #2

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the repair and remodel of an existing wood framed facility at the Lucky Peak Nursery for the Boise National Forest in Boise, Idaho.

1.2 REFERENCE SPECIFICATIONS

A. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

2024 International Building Code 2024 International Plumbing Code 2024 International Mechanical Code 2024 International Fuel Gas Code 2024 International Energy Conservation Code 2023 National Electrical Code 2004 Americans with Disabilities Act/Architectural Barriers Act Guidelines (ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

1.3 MEASUREMENT AND PAYMENT

A. Construct Lucky Peak Greenhouse #2- Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for construction work completed ready for use. Measurement shall include all work items within 5 feet of the roof line (including utilities within those limits). Payment for this item shall also include all irrigation, controls, designs, heating, ventilating and cooling systems, plumbing, compressed air and electrical systems.

B. Base Bid Items include but are not limited to:

1. The contractor shall design and construct a new 38,701 SF greenhouse with work including, foundations, concrete slabs, insulation, steel framing, polycarbonate panels, shade curtains, doors, door hardware, growing benches, plant watering systems, drainage systems, environmental controls, emergency equipment, compressed air systems, propane lines , hot water heater, unit heaters and infrared heaters, lights and electrical, and other work as required to construct a complete useable greenhouse facility.

C. Schedule of Values. The Contractor shall submit to the Government with the bid an initial Schedule of Values for the Work, allocating values as the contractor understands the work among all categories or portions of the Work to provide a complete and functional facility. The contractor shall include all work within 5’ of the building roof perimeter and concrete as described above. The Schedule of Values shall be prepared in

LUCKY PEAK GREENHOUSE #2 000503-2

such form and supported by data to substantiate its accuracy to the extent the Government may require and shall be based upon the latest cost information available to Contractor.

1.4 RELATED WORK

A. The work shall be in accordance with the contract documents.

B. The work shall be in accordance with the following specifications. The subsidiary specifications are referred to in the text by the Section designation only.

PART 2 - PRODUCTS - Not Applicable

2.1 COMLETE LIST OF SPEC INCLUDED:

SECTION 000501 – HEADHOUSE BUILDING

SECTION 000502 - REPAIR GREENHOUSE #1

SECTION 000503 - LUCKY PEAK GREENHOUSE #2

SECTION 000504 - LUCKY PEAK WAREHOUSE BUILDING

SECTION 010250 - CONSTRUCTION STAKING

SECTION 011000 - SUMMARY OF WORK

SECTION 011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

SECTION 011400 - WORK RESTRICTIONS

SECTION 011500 - HAZARDOUS MATERIALS REQUIREMENTS

SECTION 011700 - ACCIDENT PREVENTION

SECTION 011900 - MOBILIZATION

SECTION 012500 - UTILITY COMPANY COORDINATION

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 014150 - QUALITY CONTROL ON-SITE MANAGER

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 017320 - SELECTIVE DEMOLITION

SECTION 023701 - SEDIMENT AND EROSION CONTROL MEASURES

SECTION 024100 - WASTE MATERIAL DISPOSAL

SECTION 024102 - REMOVAL AND DISPOSAL OF STRUCTURES AND

OBSTRUCTIONS

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 033445 - CONCRETE SIDEWALK, CURB & GUTTER

USDA FOREST SERVICE, R4

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 061000 - ROUGH CARPENTRY

USDA FOREST SERVICE, R4

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 061600 - SHEATHING

SECTION 061753 - SHOP-FABRICATED WOOD TRUSSES

SECTION 071113 - DAMPPROOFING SYSTEMS

SECTION 072100 - THERMAL INSULATION

SECTION 074113.16 - STANDING-SEAM METAL ROOF PANELS

SECTION 074213.13 - FORMED METAL WALL AND SOFFIT PANELS

SECTION 076200 - SHEET METAL FLASHING AND TRIM

LUCKY PEAK GREENHOUSE #2 000503-3

SECTION 079200 - JOINT SEALANTS

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

SECTION 081416 - FLUSH WOOD DOORS

SECTION 083613 - SECTIONAL OVERHEAD DOORS

SECTION 085413 - FIBERGLASS WINDOWS

SECTION 087100 - DOOR HARDWARE

SECTION 088000 - GLAZING

SECTION 089119 - FIXED LOUVERS

SECTION 092900 - GYPSUM BOARD

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

SECTION 096723 - RESINOUS FLOORING

SECTION 097700 - SPECIAL WALL FINISHES

SECTION 099123 - INTERIOR PAINTING

SECTION 099300 - STAINING AND TRANSPARENT FINISHING

SECTION 099600 - HIGH-PERFORMANCE COATINGS

SECTION 101405 - METAL SIGN FABRICATION

SECTION 101423 - PANEL SIGNAGE

SECTION 102800 - TOILET AND BATH ACCESSORIES

SECTION 105201 - FIRE-PROTECTION SPECIALTIES

USDA FOREST SERVICE, R-4

LUCKY PEAK HEADHOSE AND GREENHOUSES PROJECT

SECTION 133413- PREFABRICATED GREENHOUSES

USDA FOREST SERVICE, R-4

LUCKY PEAK NURSERY PROJECT

SECTION 133415- GREENHOUSE CONTROL SYSTEMS

SECTION 220517 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

SECTION 220518 - ESCUTCHEONS FOR PLUMBING PIPING

SECTION 220523 - GENERAL-DUTY VALVES FOR PLUMBING PIPING

SECTION 220523.12 - BALL VALVES FOR PLUMBING PIPING

SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT

SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING AND

EQUIPMENT

SECTION 221116 - DOMESTIC WATER PIPING

SECTION 221300 - ONSITE WASTEWATER TREATMENT SYSTEMS

SECTION 221316 - SANITARY WASTE AND VENT PIPING

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 221400 - TRENCH DRAIN

SECTION 221513 - GENERAL-SERVICE COMPRESSED-AIR PIPING

SECTION 223400 - FUEL-FIRED, TANKLESS-WATER HEATERS

SECTION 224213.13 - COMMERCIAL WATER CLOSETS

SECTION 224216.13 - COMMERCIAL LAVATORIES

SECTION 224216.16 - COMMERCIAL SINKS

SECTION 224716 - PRESSURE WATER COOLERS

SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC

EQUIPMENT

LUCKY PEAK GREENHOUSE #2 000503-4

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND

EQUIPMENT

SECTION 230548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

SECTION 230713 - DUCT INSULATION

SECTION 231126 - FACILITY LIQUEFIED-PETROLEUM GAS PIPING

SECTION 233113 - METAL DUCTS

SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES

SECTION 235416.12 - DUAL FUEL GAS FIRED HEAT PUMP PACKAGED

USDA FOREST SERVICE, R4

LUCKY PEAK GREENHOUSES PROJECT

SECTION 237213 – ENERGY WHEEL AIR TO AIR RECOVERY VENTILATOR

SECTION 260000 - COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

SECTION 260523 - CONTROL-VOLTAGE ELECTRICAL POWER CABLES

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

USDA FOREST SERVICE R-4

LUCKY PEAK WAREHOUSE AND GREENHOUSES PROJECT

SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 260533.13 - CONDUITS FOR ELECTRICAL SYSTEMS

SECTION 260533.16 - BOXES AND COVERS FOR ELECTRICAL SYSTEMS

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 262726 - WIRING DEVICES

SECTION 270500 - COMMON WORK RESULTS FOR COMMUNICATIONS

SECTION 270526 - GROUNDING AND BONDING FOR COMMUNICATIONS

SYSTEMS

SECTION 270528 - PATHWAYS FOR COMMUNICATIONS SYSTEMS

SECTION 271100 - COMMUNICATIONS EQUIPMENT ROOM FITTINGS

SECTION 271200 - COMMUNICATIONS COPPER NETWORK CABLING

SECTION 271323 - COMMUNICATIONS OPTICAL FIBER BACKBONE

CABLING

SECTION 321713 - BOLLARDS

SECTION 312000 - EARTHWORK

SECTION 312100 - PROJECT SITE PREPARATION AND GRADING

SECTION 312225 - EXCAVATION & EMBANKMENT

SECTION 321200 - HOT-MIX ASPHALT PAVING

SECTION 321204 - CRUSHED AGGREGATE BASE OR SURFACE COURSE

SECTION 322622 - PRECAST CONCRETE CURB STOPS

SECTION 322640 - PAVEMENT MARKING

PART 3 - EXECUTION

3.1 GENERAL

LUCKY PEAK GREENHOUSE #2 000503-5

A. Work shall be completed in accordance with the contract drawings and specifications.

B. APPLICABLE SPECIFICATION SECTIONS:

Section 000503 –Lucky Peak Greenhouse #2 Section 011250 - Measurement and Payment With Asphalt Section 011400- Work Restrictions Section 011700- Accident Prevention Section 012500 - Utility Company Coordination Section 013100- Project Management and Coordination Section 013300 - Submittal Procedures Section 014130 - Contractor’s Quality Control Section 015000 - Temporary Facilities and Controls

Section 023701- Sedimentation and Erosion Control Section 024100- Waste Material Disposal

Section 033000 - Cast-In-Place Concrete

Section 055215- Greenhouse Growing Tables

Section 081113 - Hollow Metal Doors And Frames

Section 133413- Prefabricated Greenhouses Section 133415- Greenhouse Controls

Section 220517 - Sleeves And Sleeve Seals For Plumbing Piping Section 220518 - Escutcheons For Plumbing Piping Section 220523 - General-Duty Valves For Plumbing Piping Section 220523.12 - Ball Valves For Plumbing Piping Section 220529 - Hangers And Supports For Plumbing Piping And Equipment Section 220553 - Identification For Plumbing Piping And Equipment Section 221116 - Domestic Water Piping Section 221316 - Sanitary Waste And Vent Piping Section 221400- Trench Drains Section 221513 - General-Service Compressed-Air Piping Section 223400 - Fuel-Fired, Tankless-Water Heaters Section 224216.16 - Commercial Sinks

Section 230513 - Common Motor Requirements For Hvac Equipment Section 230529 - Hangers And Supports For Hvac Piping And Equipment Section 230548 - Vibration And Seismic Controls For Hvac Section 230593 - Testing, Adjusting, And Balancing For Hvac Section 231126 - Facility Liquefied-Petroleum Gas Piping

Section 260000 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And Cables

LUCKY PEAK GREENHOUSE #2 000503-6

Section 260523 - Control-Voltage Electrical Power Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260529 - Hangers And Supports For Electrical Systems Section 260533.13 - Conduits For Electrical Systems Section 260533.16 - Boxes And Covers For Electrical Systems Section 260553 - Identification For Electrical Systems Section 262726 - Wiring Devices Section 270500 - Common Work Results For Communications Section 270526 - Grounding And Bonding For Communications Systems Section 270528 - Pathways For Communications Systems Section 271100 - Communications Equipment Room Fittings Section 271200 - Communications Copper Network Cabling Section 271323 - Communications Optical Fiber Backbone Cabling

Section 321713 - Bollards

Section 312000 - Earthwork Section 312010 - Select Borrow Section 312100 - Project Site Prep and Grading Section 312225 - Excavation & Embankment

Section 328400- Irrigation Booms

END OF SECTION 000503

LUCKY PEAK WAREHOUSE BUILDING 000504-1

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 000504 - LUCKY PEAK WAREHOUSE BUILDING

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the construction of a warehouse building at the Lucky Peak Nursery near Boise ID.

1.2 REFERENCE SPECIFICATIONS

A. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

2024 International Building Code 2004 Americans with Disabilities Act/Architectural Barriers Act Guidelines (ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

1.3 MEASUREMENT AND PAYMENT

A. OPTIONAL BID ITEM, CONSTRUCT LUCKY PEAK WAREHOUSE FACILITY-

Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for remodel work constructed and completed ready for use. Measurement shall include all work items within 5 feet of the roof line.

B. Base Bid Items include but are not limited to:

1. Construct a new 3,131 SF warehouse facility including concrete foundations, slabs, bollards, wood framing, sheathing, wood rafters, steel framing, metal siding, metal roofing, overhead doors, hollow metal doors and frames, solar tubes, door hardware, painting, and floor coating.

initial Schedule of Values for the Work, allocating values as the contractor understands the work among all categories or portions of the Work to provide a complete and functional facility. The contractor shall include all work within 5’ of the building roof perimeter and concrete as described above. The Schedule of Values shall be prepared in such form and supported by data to substantiate its accuracy to the extent as the Government may require and shall be based upon the latest cost information available to Contractor.

1.4 RELATED WORK

A. The work shall be in accordance with the contract documents.

LUCKY PEAK WAREHOUSE BUILDING 000504-2

B. The work shall be in accordance with the following specifications. The subsidiary specifications are referred to in the text by the Section designation only.

PART 2 - PRODUCTS - Not Applicable

PART 3 - EXECUTION

3.1 GENERAL

A. Work shall be completed in accordance with the contract drawings and specifications.

B. APPLICABLE SPECIFICATION SECTIONS: THESE SPECIFICATIONS ARE

SEPARATE FROM THE BASE BID SPECIFICATIONS.

Section 011250 - Measurement and Payment With Asphalt (base contract) Section 011400- Work Restrictions (base contract) Section 011700- Accident Prevention (base contract) Section 012500 - Utility Company Coordination (base contract) Section 013100- Project Management and Coordination (base contract)

Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 015000 - Temporary Facilities And Controls

Section 023701 - Sediment And Erosion Control Measures Section 024100 - Waste Material Disposal

Section 033000 - Cast-In-Place Concrete

Section 051200 - Structural Steel Framing

Section 061000 - Rough Carpentry Section 061600 - Sheathing

Section 071113 - Dampproofing Systems Section 074113.16 - Standing-Seam Metal Roof Panels Section 074213.13 - Formed Metal Wall And Soffit Panels Section 076200 - Sheet Metal Flashing And Trim Section 079200 - Joint Sealants

Section 081113 - Hollow Metal Doors And Frames Section 083613 - Sectional Overhead Doors Section 085413 - Fiberglass Windows Section 086250 - Tubular Daylighting Device Section 087100 - Door Hardware Section 088000 - Glazing

Section 096723 - Resinous Flooring

LUCKY PEAK WAREHOUSE BUILDING 000504-3

Section 099123 - Interior Painting Section 099600 - High-Performance Coatings

Section 105201 - Fire-Protection Specialties

Section 312000 - Earthwork Section 312100 - Project Site Preparation And Grading Section 312225 - Excavation & Embankment Section 321204 - Crushed Aggregate Base Or Surface Course Section 321713 - Bollards

END OF SECTION 000504

CONSTRUCTION STAKING 010250-1

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 010250 - CONSTRUCTION STAKING

PART 1 - GENERAL

1.1 SUMMARY

A. This work shall consist of the construction staking of roads, parking lots, paths, stairways, culverts, retaining walls, buildings, and utilities in accordance with the Drawings and Specifications. The work includes the furnishing of all labor, equipment, instruments, materials, transportation and other incidentals necessary to complete the construction staking in accordance with these specifications and acceptable engineering practice.

1.2 QUALITY CONTROL

A. Construction staking shall be accomplished under the direction of a Civil Engineer, Engineering Technician, or Land Surveyor closely associated and familiar with construction staking; periodic visits to the project site are required.

1.3 MEASUREMENT AND PAYMENT

A. Measurement shall be lump sum for surveying and staking the project through all phases of construction.

PART 2 - PRODUCTS

2.1 GOVERNMENT-FURNISHED SURVEY CONTROL SHEETS

A. The Government will provide the contractor with a set of survey control sheets showing horizontal and vertical control for site to be staked. The Government will provide the Contractor with layout information that will include:

1. Control Points - Northing, Easting, Existing Elevations.

2. Roads, Spurs, Parking Areas - Northing, Easting, and Finish Elevations for centerline and edge of roads, spurs, parking areas.

3. Pathways and Trailways - Northing, Easting, and Finish Elevations for centerline.

4. Buildings and Other Structures - Northing, Easting, and Finish Elevations for corners of buildings, other structures (septic tanks, fencing, etc).

5. Utility Lines - Northing, Easting, and Existing Ground Elevations for centerline of utilities (Water Line, Sewer Line, Electrical Lines).

2.2 STAKES

A. Identification stakes and hubs shall be of sufficient length and width to provide and solid set in the ground and to provide space for marking above ground when applicable. Other dimensions and materials may be used, such as steel reinforcing bars, wire flagging and

CONSTRUCTION STAKING 010250-2

markers, and metal pins, if approved in writing by the Contracting Officer (CO). The top 2 inches of all slope, guard, reference, clearing, and structure stakes shall be painted or marked with plastic flagging. Colors used on stakes or for flagging shall be as follows:

1. Roads, parking lots, and parking spurs -Orange

2. Waterlines, utilities, and culverts -Blue

3. Family Units, group units, stairs, and paths -Red

4. Buildings, excavation and grading -Yellow

5. Tent pads

-Blue/White Striped

2.3 SURVEY NOTE PAPER AND BOOKS

A. Paper for survey notes shall be moisture-resistant paper. Notes shall be contained in books with covers that will protect the contents and retain the pages in numerical sequence during field use. Field notebooks or note paper shall be furnished by the contractor.

PART 3 - EXECUTION

3.1 GENERAL

A. The Contractor shall be required to provide all necessary staking and control for all phases of construction. The contractor shall use the data and information shown on the project drawings to establish the location of all facilities to be constructed under this contract.

The Contractor may choose any method of establishing horizontal and vertical controls provided the following minimum precision and accuracy requirements are met.

B. Accuracy requirements:

1. Minimum position close; 1/1000

2. Vertical closure: 0.05 ft (vertical)/station (100 feet horizontal)

3. Cross section and slope stake precision:

a. Allowable deviation of cross section line projection from a true perpendicular to tangents, a true bisector of angle points, or a true radius of curves: +/-3 degrees.

b. Cross section topography measurements shall be taken so that variations in ground form a straight line connecting the cross section points will not exceed: 1.0 ft.

c. Horizontal and vertical accuracy for slope stake, slope stake references, and clearing limits. In feet or percentage of horizontal distance measured form centerline or reference stake, whichever is greater. Slope reference stakes and slope stakes: 0.15 ft or 0.6%. Clearing limits: 1.0 ft.

3.2 ESTABLISHING AND REFERENCING IMPROVEMENT LOCATIONS

A. Access Roads, Parking Spurs, and Parking lots:

CONSTRUCTION STAKING 010250-3

1. Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles, typical road section templates, as shown on the drawings and the information provided with staking points.

2. Slope stakes shall be set at 50-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points. Slope stakes shall be set at 25 foot intervals around curves having a radius less than 100 feet.

B. Paths and Trails

1. Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles, and typical path and trail section templates as shown on the drawings.

2. Slope stakes shall be set at 10-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points.

C. Culverts

1. Slope stakes and slope reference stakes shall be set at all culvert locations. A culvert reference stake and hub shall be set on the centerline of the culvert 10 feet from each end or beyond the clearing limit, which ever is greater. The following shall be recorded on these stakes:

a. The actual field measured length

b. The vertical and horizontal distance from hubs to the invert at the ends of the culvert.

D. Waterline, Sewerline, & other Utilities

1. Waterline, Sewerline, & other Utilities shall be staked at the locations shown on the drawings with the specified minimum burial depth. Waterline and sewerline elevations shall be accurately staked to provide for drainage as indicated on the drawings. Grade stakes shall be established as necessary to provide the control for the construction work.

E. Buildings

1. Slope stakes and slope stake references shall be established at each corner and as necessary to provide adequate construction control.

3.3 DISCREPANCIES

A. The contractor shall compare the staked centerline horizontal and vertical alignment with the design data. Differences between previously recorded and observed elevations of bench marks shall be referred to the Contracting Officer. Differences in centerline profile elevations exceeding 1 foot at any two or more consecutive points shall be reported to the

CONSTRUCTION STAKING 010250-4

contracting Officer for evaluation and possible revision. Staking of these areas shall be deferred until the Contacting Officer resolves these differences.

3.4 VERTICAL CONTROL

A. Vertical control for construction shall be as referenced on the Drawings.

3.5 MARKING STAKES

A. All stakes shall be legibly marked, in the format agreed upon with the Contracting Officer, with a stake pencil that leaves an imprinted or with waterproof ink. Marking shall conform to the nomenclature below;

PI Point of Intersection of tangents PC Point of curvature POC Point on curve Pt Point of tangency POT Point on tangent RP Reference point P P-line (preliminary location line) L L-line (final location line) BM Bench mark TBM Temporary bench mark BT/ET Begin taper (any)/End taper (any) C Cut F Fill L Centerline D Ditch W Width

3.6 SURVEY NOTES

A. All survey data shall be neatly recorded in survey books. All survey notes shall become the property of the Forest Service. Errors shall be deleted by lining out. Date, crew names and positions, instrumentation, and weather shall be recorded in the notes at the beginning of each day’s work. The party chief shall sign or initial each page of the notes immediately after the last entry for each day’s work.

B. Electronically recorded survey notes shall be consecutively numbered and headed to identify the contents. The notes shall be supported and accompanied by a bound book that records the project name and for each day identifies date, crew names and positions, instrumentation, weather, type of survey, stationing of sections between which survey was performed, and survey data or sketched that cannot be electronically recorded. The party chief shall sign or initial the electronically recorded notes and Day Book immediately after the last entry for each day’s work.

END OF SECTION 010250

AUGUST 2022

SUMMARY OF WORK 011000-1

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 011000 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 DESCRIPTION

A. The intent of the contract is to provide for the complete construction of the project as described in the contract. The project requires the contractor to be responsible for supplying all labor, materials, equipment, miscellaneous items, freight, delivery, and all necessary valid licenses and permits required to complete work identified in draings and specs.

B. The Lucky Peak Nursery was established in 1959, originally focused on providing bareroot conifers to supply a reforestation backlog in Idaho. Since then, the nursery has greatly expanded its products, services, and expertise to meet the reforestation needs of their neighboring national forests in the Intermountain Region. The site has an abundance of high-quality water, which is critical to dryland plant propagation. Work for this project consists of constructing a Headhouse, reconstruction of an existing greenhouse, construction of a new greenhouse, construction of a warehouse (optional bid item), and completing associated sit work and installing utilities as shown on the drawings.

C. Optional items may be awarded at the time of award of the base contract subject to funds availability and other terms and conditions of this contract. However, optional items may also be awarded up to 6 months after award of the base items. Contractor must guarantee pricing for 6 months after award of base items.

1.2 LOCATION.

A. The project is located at the Lucky Peak Nursery, which is accessed via Idaho highway 21: The address is 15169 ID-21, Boise, ID 83716. Driving instructions can be obtained from the Nursery by calling (208) 343-1977.

1.3 GENERAL SITE CONDITIONS AND WEATHER

A. The elevation of the site is approximately 2,950 feet above mean sea level. The site experiences an average of 14.25 inches of precipitation per year with an average high of 92° in July and an average low of 25° in January.

SUMMARY OF WORK 011000-2

B. A geotechnical report has been prepared by GSH Geotechnical, Inc., 2484 Washington Boulevard, Suite 510, Ogden, Utah 84401, project # 1019-044-23, dated December 7, 2023. The report is provided as a part of the bid docments.

C. Groundwater was not encountered to the depths explored in the borings completed at the site. Groundwater levels vary with changes in season and rainfall, construction activity, irrigation, snow melt, surface water run-off, and other site-specific factors. If water is encountered during excavation, the Contractor shall perform adequate dewatering to keep the excavation free from water and dispose of the water without damage to property.

1.4 USE OF PREMISES

A. Use of Site: Confine constructions operations to immediate area of work. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Full Government Occupancy: Government will occupy site and existing buildings during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations.

C. Driveways and Entrances: Keep driveways, parking areas, loading areas 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. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Government and authorities having jurisdiction.

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.

1.5 WORK RESTRICTIONS

A. Nonsmoking Buildings: Smoking is not permitted within the buildings or within 25 feet (8 m) of entrances, operable windows, or outdoor air intakes.

SUMMARY OF WORK 011000-3

1.6 CONTRACTOR’S RESPONSIBILITIES

A. Confine storage of materials to areas as approved by the Contracting Officer (CO).

B. Provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Minimize disturbance of all undisturbed areas.

1.7 FIELD VERIFICATION

A. FIELD VERIFY ALL NEW AND EXISTING DIMENSIONS AFFECTING THE

WORK OF THIS CONTRACT BEFORE ORDERING PRODUCTS.

1.8 PERMITS:

A. Obtain permits for work required by County, State, or Federal laws or regulations.

PART 2 - PART 2 - PRODUCTS (Not USED

PART 3 - PART 3 - EXECUTION (Not USED)

END OF SECTION 011000

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-1

LUCKY PEAK HEADHOUSE AND GREENHOUSES PROJECT

SECTION 011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

PART 1 - GENERAL

1.1 SUMMARY

A. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

1.2 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

7. For bituminous material, volumes will be measured at 60°F or will be corrected to the volume at 60°F by using ASTM D1250 for asphalts. Emulsified asphalt will be measured at 60°F, or measured by converting the gallonage at another temperature to gallonage at 60°F by means of the following formula:

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-2

Gallons at 60°F = Gallons at A°F 1+0.00025 (A°F - 60°F)

* A°F is the temperature of the material at the time the gallonage is measured.

a. For vehicular shipments, net certified scale weights or weights based on certified volumes will be used as a basis of measurement. Measurements will be adjusted when bituminous material has been lost from the vehicle or the distributor, has been wasted, or has otherwise not been incorporated into this work. Determining true weights of hauling vehicles shall be made by weighing the empty vehicles at least once a day at the times the CO directs.

Each vehicle shall bear a plainly legible identification mark.

b. When bituminous materials are shipped, net certified weights, or volume corrected for loss of foaming, can be used for computing quantities.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

1.3 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

4. Cubic Yard (CY): A measurement computed by one of the following methods:

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery.

Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

5. Each (EA): One complete unit, which may consist of one or more parts.

6. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-3

7. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

8. Linear Foot (LF): Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): One complete unit.

10. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

11. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

12. Square Foot (SF): Measured on a plane parallel to the surface being measured.

13. Square Yard (SY): Measured on a plane parallel to the surface being measured.

14. Ton: Measured as a short ton consisting of 2,000 pounds.

1.4 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

3. LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

4. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

5. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

1.5 PRICE ADJUSTMENT (for Out-of-Specification Bituminous Materials)

A. Bituminous materials are defined as all types and grades of asphalt cement, liquid asphalt, emulsified asphalt, and dust oil.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-4

B. If bituminous material fails one or more test requirements, and the Contracting Officer determines it is in the public interest to accept the material at a reduced price, the price reduction shall be based on the test results giving the largest percent price adjustment.

The contractor may remove and replace the defective material or accept the adjustment.

C. The price reduction shall apply to all pay items affected.

D. Price adjustment will be based on samples taken in duplicate in accordance with AASHTO T40 under the supervision of the Contracting Officer. Samples shall be sent to an authorized laboratory. The laboratory shall test one of each duplicate sample and retain the other.