Lucky.Peak_Specs.4.25.2022.ammendment.docx

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

Lucky Peak Multipurpose Building Remodel

APRIL 25, 2022

SCOPE OF CONTRACT

This project includes the remodel of an existing building at the Lucky Peak Nursery to serve as the seed extraction facility. Work will involve civil improvements, water, septic, new heating and cooling systems and electrical upgrades, architectural improvements and relocating equipment from a nearby building to the Multipurpose building.

The BASE BID ITEMS are shown in the Schedule of Items, described on the drawings and in these specifications. Work includes, but is not limited to:

Base Bid Item 1. Provide mobilization and bonding for the work as described in specification section 011900.

Base Bid Item 2: Provide selective site demolition as shown on sheet C1 and noted in specification section 017320.

Base Bid Item 3: Construction staking as described in specification section 010250.

Base Bid Item 4: Provide and install sedimentation and erosion control as described in specification section 023701.

Base Bid Item 5: Remodel multipurpose building. Selective demolition of a wood framed storage building that was constructed in 1985. Work will include demolition of siding, roofing, skylights, louvers, fiberglass lights, personnel and overhead doors, plumbing, equipment and finishes. The construction work will include new concrete slabs, foundations for the dust collection and new small roof, ice bridging/ duct support, framing, rough carpentry, truss replacement, sheathing, metal siding, metal roofing, insulation, water, sewer, toilet room, interior finishes, fiberglass windows, personnel and overhead doors, paint, all ductwork, heating, cooling, compressed air system, power, lighting, communications, earthwork, and crushed aggregate base under slabs and areas adjacent to the building shown on A101. See specification section 000501 for a complete description.

Base Bid Item 6: Provide and install the gravity sewer line - 4" HDPE, 160 psi, including trench and cleanouts. See specification section 221300-1.

Base Bid Item 7: Provide and install the new drain field, including permit fees as shown in the civil drawings and described in specification section 221300-2 Base Bid Item 8: Provide and install septic tank - 750-gallon, concrete with internal baffle as shown in the civil drawings and described in specification section 22130-3.

Base Bid Item 9: Provide site electrical and communications site work as shown in the electrical drawings (E sheets). Include the disconnection and safety work in the existing extractor building. Refer to specification section 260500-1.

Base Bid Item 10: Provide project site preparation and grading. (Excludes all work within 5' of the multipurpose building roof line.) Refer to specification section 312100 and the civil drawings.

Base Bid Item 11: Provide crushed aggregate base course - Grading "C" For under asphalt parking areas. Refer to specification section 312104-1 and the civil drawings.

Base Bid Item 12: 3" Provide new crushed aggregate surface course - Grading "G", For Roadway and parking areas as described in specification section 312104-2 and shown in the civil drawings.

The OPTIONAL BID ITEMS are shown in the Schedule of Items, described on the drawings and in these specifications. Work includes, but is not limited to:

Optional Bid Item 1: Relocate the extractory equipment shown on sheet I100, I101 and I102. This equipment will move from the existing extractory to the newly remodeled multipurpose building. Include the anchor bolts needed to secure the equipment. The foundation, ductwork and ice bridging for the dust collection “Dustkop” is included in the base building line item above.

Optional Bid Item #2: Provide and install the 6” thick concrete pavement surrounding the multipurpose building as shown on sheet A101 and described in specification section 033000-1.

Optional Bid Item #3: Provide and install heavy timber site stairs. Refer to specification section 062010 and to the civil drawings.

Optional Bid Item #4: Provide and install and paint stair handrails as shown in the civil drawings and described in specification section 055210.

Optional Bid Item #5. Provide and install exterior signs (Aluminum on galvanized steel tube posts as shown in the civil drawings and described in specification section 101400.

Optional Bid Item #6: Provide and install hot mix asphalt pavement as shown in the civil drawings and described in specification section 321200-1.

Optional Bit Item #7: Provide and install concrete filled steel pipe bollards, painted and complete. See civil drawings, floorplan and detail. Refer to specification section 321713.

Optional Bid Item #8: Provide and install 6’ concrete wheelstop as shown in the civil drawings and described in specification section 322625.

Quantities associated with these options are identified in the Schedule of Items.

PROJECT LOCATION

The project is located at the Lucky Peak Nursery at 15169 ID-21, Boise, ID 83716. Access to the site shall be coordinated with Government personnel due to ongoing work in adjacent facilities.

SITE INFORMATION AND LIMITATIONS

The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

Most of the construction site is closed to the public, but much of the surrounding area will be open to nursery employees during construction. The Contractor will be responsible for signing and limiting access to the public and Forest Service employees.

Contractor will provide all materials and labor necessary to protect any streams, wet or dry, during construction activities.

All construction equipment shall be pressure washed before entering National Forest System lands. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brushguard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

Water is available at the site for construction purposes. The Contractor will be responsible for coordinating any installation of temporary power for the site and associated costs.

The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work.

Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

The work to prepare the site and multipurpose building may be done year-round.

The extractory equipment move MUST BE DONE FROM 1 JUNE THROUGH 31 JULY. ALL EQUIPMENT MUST BE FUNCTIONAL BY 15 AUGUST. This is likely to be August 15th of 2023.

Government Occupancy: The contractor will have full access to the multipurpose building. The Government will remove all stored materials from the facility before work begins. Government personnel will be occupying areas of the site adjacent to the work area. Conduct work in a manner that will minimize needs for disruption of normal Government operations. Provide minimum 72 hours advance notice to Contracting Officer of activities that will impact normal Government operations. Secure Contracting Officer's written approval of activities that will impact normal Government operations to avoid delays in overall construction and permit proper installation or work.

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

Schedule deliveries to minimize use of driveways and entrances.

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

TRAFFIC CONTROL AND CONSTRUCTION SIGNING

No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and approved by the COR and the Idaho Department of Transportation. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

WORK RESTRICTIONS

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

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.

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

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

WORK CAMPS, STAGING AND STORAGE AREAS

Areas for staging operations and storage of materials shall be approved by the CO.

No overnight camping will be allowed on site.

INSPECTION OF WORKSITE

The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work or for proceeding to successfully perform the work without additional expenses to the government.

START DATE

Spring 2022.

CONTRACT TIME

Base Bid: 360 Calendar Days, with potential extension to accommodate extractory equipment move.

SPECIFICATIONS

The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to or are included in payment for other pay items in this contract. These items are considered incidental and no additional compensation will be made.

Section 000501 - Remodel Multipurpose Building Section 010250 - Construction Staking Section 011250 - Measurement And Payment With Asphalt Section 011900 - Mobilization Section 012500 - Utility Company Coordination Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 015000 - Temporary Facilities And Controls Section 017320 - Selective Demolition Section 023701 - Sediment And Erosion Control Measures Section 024100 - Waste Material Disposal Section 033000 - Cast-In-Place Concrete Section 055000 - Metal Fabrications Section 055210 - Pipe Railings And Guard Rails Section 061000 - Rough Carpentry Section 061600 - Sheathing Section 061753 - Shop-Fabricated Wood Trusses Section 062010 - Heavy Timber Stair Construction Section 064116 - Plastic-Laminate-Faced Architectural Cabinets Section 070150.19 - Preparation For Reroofing Section 072100 - Thermal Insulation Section 074113 - Formed 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 - Insulated Hollow Metal Doors And Frames Section 083613 - Sectional Doors Section 085413 - Fiberglass Windows Section 087100 - Door Hardware Section 088000 - Glazing Section 088700 - Window Film Section 092900 - Gypsum Board Section 095113 - Acoustical Panel Ceilings Section 096513 - Resilient Base And Accessories Section 096519 - Resilient Tile Flooring Section 096723 - Resinous Flooring Section 097700 - Special Wall Finishes Section 099113 - Exterior Painting Section 099123 - Interior Painting Section 099600 - High-Performance Coatings Section 101400 - Signs Section 101423 - Panel Signage Section 102800 - Toilet 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 221300 - Onsite Wastewater Treatment Systems Section 221316 - Sanitary Waste And Vent Piping Section 221513 - General-Service Compressed-Air Piping Section 223400 - Fuel-Fired, Domestic-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 Section 235416.12 - Dual Fuel Gas Fired Heat Pump Packaged Section 260500 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260533 - Raceways And Boxes 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 311000 - Clearing And Grubbing 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 321713 - Bollards Section 322622 - Precast Concrete Curb Stops

END OF SECTION C

April 2022

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-4

USDA FOREST SERVICE, R4

Lucky Peak Multipurpose Building Remodel

SECTION 000501 - REMODEL MULTIPURPOSE BUILDING

1. GENERAL

0.1 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.

0.2 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.

2021 International Building Code 2021 International Plumbing Code 2021 International Mechanical Code 2021 International Fuel Gas Code 2021 International Energy Conservation Code 2020 National Electrical Code 2004 Americans with Disabilities Act/Architectural Barriers Act Guidelines (ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

0.3 MEASUREMENT AND PAYMENT

A. Remodel Multipurpose 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.

1. Includes work related dust collection system installation, including foundation and ductwork. Moving the item is in bid item option 1.

2. The base bid does not include (These are included in the electrical site work, bid item 260500-1.):

a. Tractor barn feeder rework within the building, except for breaker.

b. Fiber optic backbone cable system and LIU within the building.

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

1. Selective demolition of a wood framed storage building that was constructed in 1985. Work will include demolition of siding, roofing, skylights, louvers, fiberglass lights, personnel and overhead doors, plumbing, equipment and finishes. The construction work will include new concrete slabs, foundations for the dust collection and new small roof, ice bridging/ duct support, framing, rough carpentry, truss replacement, sheathing, metal siding, metal roofing, insulation, water, sewer, toilet room, interior finishes, fiberglass windows, personnel and overhead doors, paint, all ductwork, heating, cooling, compressed air system, power, lighting, communications, earthwork, and crushed aggregate base under slabs and areas adjacent to the building shown on A101.

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 as the Government may require and shall be based upon the latest cost information available to Contractor.

0.4 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 1 - PRODUCTS - Not Applicable

PART 2 - EXECUTION

2.1 GENERAL

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

B. APPLICABLE SPECIFICATION SECTIONS:

Section 000501 –Remodel Multipurpose Building Section 011250 - Measurement and Payment With Asphalt Section 012500 - Utility Company Coordination Section 013300 - Submittal Procedures Section 014130 - Contractor’s Quality Control Section 015000 - Temporary Facilities and Controls Section 017320- Selective Demolition

Section 024100- Waste Material Disposal

Section 033000 - Cast-In-Place Concrete

Section 055000 - Metal Fabrications

Section 061000 - Rough Carpentry Section 061600 – Sheathing Section 061753- Shop Fabricated Wood Trusses Section 064116 - Plastic-Laminate-Faced Architectural Cabinets

Section 07150.19- Preparation for Reroofing Section 072100 – Thermal Insulation Section 074113 –Formed Metal Roof Panels Section 074213.13 – Formed Metal Wall 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 087111 - Door Hardware Section 088000 – Glazing Section 088700- Window Film

Section 092900 - Gypsum Board Section 095113- Acoustical Panel Ceilings Section 096513 - Resilient Base and Accessories Section 096519 – Resilient Tile Flooring Section 096723- Resinous Flooring Section 097700 - Special Wall Finishes Section 099113- Exterior Painting Section 099123 - Interior Painting Section 099600 - High-Performance Coatings

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

Section 220517 – Sleeves & Sleeve Seals for Plumbing Piping Section 220518 – Escutcheons for Plumbing Piping Section 220523.12 – Ball Valves for Plumbing Piping Section 220523 – General Duty Valves for Plumbing Piping Section 220529 – Hangers & Supports for Plumbing Piping & Equipment Section 220553 – Identification for Plumbing Piping & Equipment Section 221116 – Domestic Water Piping Section 221513- General Service Compressed Air Piping Section 221316 – Sanitary Waste & Vent Piping Section 223400 – Fuel Fired Domestic Water Heaters Section 224213 – Commercial Water Closets Section 224216 – Commercial Lavatories Section 224217 – Commercial Sinks Section 224716 – Pressure Water Coolers

Section 230513- Common Motor Requirements for HVAC Section 230529 – Hangers & Supports for HVAC Piping & Equipment Section 230548 – Vibration Mitigation Section 230593 – Testing, Adjusting & Balancing for HVAC Section 230713 – Duct Insulation Section 231126- Facility Liquified Petroleum Gas Piping

Section 233113 – Metal Ducts Section 233713 – Diffusers and Grilles Section 235416.12- Dual Fuel Heat Pump Packaged

Section 260500 - Common Work Results for Electrical Section 260519 - Low Voltage Electrical Power Conductors and Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260533 - Raceways and Boxes For Electrical Systems Section 260553 - Identification For Electrical Systems Section 262726 - Wiring Devices

Section 270000- Telecommunications Wiring Systems 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 Fiber-Optic Backbone Cabling

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 2022

REMODEL MULTIPURPOSE BUILDING 000501-3

USDA FOREST SERVICE, R4

Lucky Peak Multipurpose Building Remodel

SECTION 010250 - CONSTRUCTION STAKING

1. GENERAL

SUMMARY

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.

QUALITY CONTROL

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.

MEASUREMENT AND PAYMENT

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

PRODUCTS

GOVERNMENT-FURNISHED SURVEY CONTROL SHEETS

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:

Control Points - Northing, Easting, Existing Elevations.

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

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

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

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

STAKES

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 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:

SURVEY NOTE PAPER AND BOOKS

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.

EXECUTION

GENERAL

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.

Accuracy requirements:

Minimum position close; 1/1000 Vertical closure: 0.05 ft (vertical)/station (100 feet horizontal) Cross section and slope stake precision:

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.

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.

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.

ESTABLISHING AND REFERENCING IMPROVEMENT LOCATIONS

Access Roads, Parking Spurs, and Parking lots:

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.

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.

Paths and Trails 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.

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

Culverts 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:

The actual field measured length The vertical and horizontal distance from hubs to the invert at the ends of the culvert.

Waterline, Sewerline, & other Utilities 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.

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

DISCREPANCIES

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

VERTICAL CONTROL

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

MARKING STAKES

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;

SURVEY NOTES

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.

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

MARCH 2022

CONSTRUCTION STAKING 010250-4

USDA FOREST SERVICE, R4

Lucky Peak Multipurpose Building Remodel

SECTION 011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

1. GENERAL

SUMMARY

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.

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.

DETERMINATION OF QUANTITIES

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

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.

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.

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.

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.

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

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.

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

Gallons at 60F = Gallons at AF

1+0.00025 (AF - 60F)

* AF is the temperature of the material at the time the gallonage is measured.

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.

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

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."

UNITS OF MEASUREMENT

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

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

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

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

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

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

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

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.

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

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

Measured volume in container.

Metered volume by approved metering system.

Commercially package volume.

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

Linear Foot (LF): Measurement of work along its length from point-to-point; parallel to the base or foundation. Do not measure overlaps.

Lump Sum (LS): One complete unit.

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

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

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

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

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

METHOD OF MEASUREMENT

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

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

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:

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

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.

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.

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.

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

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

PRICE ADJUSTMENT (for Out-of-Specification Bituminous Materials) Bituminous materials are defined as all types and grades of asphalt cement, liquid asphalt, emulsified asphalt, and dust oil.

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.

The price reduction shall apply to all pay items affected.

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. When any test result is not within the specification limits, the laboratory shall immediately notify the Contractor, the supplier, and the Contracting Officer. The Contractor, after notifying the Contracting Officer, may check test the retained sample.

If the retained sample tests satisfactorily, the material will be accepted. If the retained sample also fails, the following schedule of price adjustments shall apply. The average of test values for the two samples will determine the basis for price adjustment, except when test results on the samples differ by more than the applicable AASHTO or ASTM Repeatability Unit; then, the test result numerically nearest the specification requirement will be used. (A repeatability unit is defined as D2S or D2S% limit for single operator precision described in ASTM C670.)

The schedule of price adjustments shall not apply to the following tests:

Bituminous materials failing to meet specifications for these tests shall be removed and replaced.

See Table 011250-1 for the schedule of price adjustments for bituminous materials that do not meet specifications.

Table 011250-1

Schedule of Price Adjustments for Out-of-Specification Bituminous Materials.

Application Deviation from Specification Limit Measured in Reproducibility Units*.

* A reproducibility unit is defined as D2S or D2S% limit for multi-laboratory precision described in ASTM recommended practice C670.

The Sieve Test (AASHTO T59) results may be exempt from the Schedule of Price Adjustments provided the contractor's quality assurance program includes checking the uniformity of bituminous spread rates in increments no greater than 1 foot over the width of the spray bar and variation between increments is no greater than 5 percent.

PRODUCTS (NOT APPLICABLE)

EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

MARCH 2022

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-4

USDA FOREST SERVICE, R4

Lucky Peak Multipurpose Building Remodel

SECTION 011900 - MOBILIZATION

1. GENERAL

SUMMARY

This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

MEASUREMENT AND PAYMENT

The measurement shall be lump sum for mobilization. Payment shall be as follows:

Bond premiums will be reimbursed after receipt of the evidence of payment.

50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

Progress payments for mobilization and preparatory work shall be subject to retainage.

PRODUCTS (NOT USED)

EXECUTION (NOT USED)

END OF SECTION 011900

MARCH 2022

MOBILIZATION 011900-1

USDA FOREST SERVICE, R4

Lucky Peak Multipurpose Building Remodel

SECTION 012500 - UTILITY COMPANY COORDINATION

1. GENERAL

SUMMARY

The work of this section consists of coordination with utility companies for connection to their systems.

RELATED WORK SPECIFIED ELSEWHERE

Section 015000 – Temporary Facilities and Controls

COORDINATION

Electrical: Coordinate electrical utility work with Idaho Power, ph:. Business Customer Service; 1-208-388-2323; Coordination should not be needed.

Propane gas utility: Coordination should not be needed.

Suburban Propane 8550 Franklin Rd, Boise, ID (208) 375-4254 Ferrellgas, Nampa, ID (208) 467-2623 AmeriGas Propane, Caldwell, ID · (208) 454-1417 Ed Staub and Sons Propane (208)461-4556 Communications telephone: Century Link Water Service: Forest Service tank.

Sewer: Septic on site. To be inspected by Idaho Central Health District. 707 Armstrong Pl., Boise, ID 83704 Phone: [208] 375-5211 , https://cdhd.idaho.gov/eh-waw-septicsystemservices.php Where work by a utility company is required in conjunction with construction, such as installation of cable by a utility company in a common trench with other utilities to be installed by the Contractor, the Contractor is solely responsible for contacting the utility company to coordinate any and all work required by the utility provider.

PAYMENT TO UTILITY COMPANIES

Payment to Utility Companies: is not required.

Payment to Idaho Central Heath District is to be made by the contractor.

INSPECTION

Comply with utility company requirements for inspections before final connection is made.

PERMITS

Applications for septic system permits will be completed by the Government. Copies will be provided to the Contractor.

MEASUREMENT AND PAYMENT

No separate payment will be made for the work included under this section; rather payment shall be considered to be included in the items of work listed in the Schedule of Items.

PART 2 – PRODUCTS – not used

PART 3 – EXECUTION – not used

END OF SECTION 012500

MARCH 2022

UTILITY COMPANY COORDINATION 012500-2

USDA FOREST SERVICE, R4

Lucky Peak Multipurpose Building Remodel

SECTION 013300 - SUBMITTAL PROCEDURES

1. GENERAL

7.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

B. See other specification section within this package for additional requirements on submittal.

7.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. If more than one item is shown on submittal sheet, identify item.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

7.3 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PART 8 - PRODUCTS

8.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit PDF copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

D. Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

E. Samples: Prepare physical units of materials or products, including the following:

1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

8.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval) A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit PDF copies of each submittal, unless otherwise indicated. CO will not return copies.

2. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

B. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting…