C04_Specs_1240LT26Q0176.pdf

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

HUMBOLDT-TOIYABE NF SUPERVISOR’S OFFICE LOBBY REPAIRS

1.1 SCOPE OF CONTRACT

A. This Project consists of the updating of an existing elevator and machine room in a two-story facility for the Humboldt Toiyabe National Forest Supervisor’s Office in Sparks, Nevada. The facilities are owned and operated by the United States Forest Service.

B. Additional work involves refurbishing the elevator interior, floors, ceilings and doors.

C. Construct a new, secure visitor’s toilet room in the enclosed vestibule of the facility.

1. The work is further described in Section 000501. Carefully review this section and the Schedule of Items while bidding on the work to be done.

2. A general description of the work follows:

3. Base Bid Items:

a. Mobilization and Bonding.

b. Remodel the Supervisor’s Office Elevator and Machine Room: The work will include but is not limited to: selective demolition, removal and disposal of an existing elevator controller, car controls, door operator and rollers, sump pump, wiring, and shaft lights. Repack and reseal the 2 existing hydraulic elevator pistons. Provide and install new elevator controller, door operator and rollers, camera/audio/visual car controls, emergency power, a new oil separating sump pump and controls, a scavenger pump, a new mini-split air conditioner, and electrical upgrades.

c. Remove and replace the existing flooring, ceiling, lighting in the elevator cab.

Clean and install new thin film wrap over the existing walls, doors and frames of the elevator.

d. Demo and install a new accessible unisex visitor’s toilet in the lobby of the entry vestibule. Provide selective demolition, concrete demo, concrete patching, framing, insulation, tile, gyp board, tile, paint, doors, hardware, tile, FRP, dropped ceilings, plumbing, fixtures, accessories,

e. Option 1: Includes constructing 150 feet of new EMT conduit (100’ shall be mounted to existing Unistrut and 50’ shall be buried underground avoiding existing concrete apron), and pulling power from an existing panel to an out building in the secure yard of the HTNF SO. Power shall be pulled from an existing 3-phase panel on the main office building exterior. The outbuilding is a Thermo King Magnum Plus and the power requirements are 380V, 3-phase, 50hz. Contractor shall be responsible to determine proper conductor, grounding and breaker requirements per current local codes. Item also includes option 1 related mobilization.

1.2 PROJECT LOCATION

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-2

A. The building is located at 1200 Franklin Way, Sparks, NV 89431. The site is located in Washoe County.

B. The Authority having Jurisdiction on the property is USDA Forest Service, a Federal Agency.

1.3 SITE INFORMATION AND LIMITATIONS

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

1. The contractor shall have full use of the elevator shaft, machine room and elevator lobbies for construction operations. The remainder of the building will be occupied. The Contractor’s use of the premises is limited only by the Government’s right to perform work..

2. The building will be occupied during construction. The South Parking areas and fenced Government parking will be used for the employees during construction.

Negotiate parking arrangements with the COR.

3. The Contractor will be responsible for signing and limiting public access to their work area. Access shall be maintained to the facility at the west of the Forest Service building.

4. The Contractor shall not disrupt existing utility service (water, power, telecom, sewer, etc.) to and within the compound without coordination and approval in writing from the Contracting Officer’s Representative. Provide 48 hours’ notice prior to disrupting utilities to the other occupied areas of the site.

5. Water is available at the site for construction purposes. The contractor is responsible for any temporary connection hardware.

6. Electricity is available at the site for construction purposes.

7. Telephone service is not available and shall be the contractor’s responsibility.

8. The Contractor shall provide temporary toilet facilities (porta-potties) at the site during all construction work. Toilet facilities shall be provided at a rate of one stool for every 10 workers assigned or working on site with a minimum of one required.

9. The contractor shall inform and enforce an “Anti-Idling” policy for vehicles on the site that requires vehicles will not idle for more than 2 minutes on the site. The contractor shall inform subcontractors and deliveries of this policy.

10. Work hours allowed shall be Monday-Friday 7AM-7PM. The contractor may propose to work weekends if needed, 8AM-7PM. Approval is at the discretion of the CO or COR as government is available to provide necessary inspections.

1.4 GENERAL SITE CONDITIONS AND WEATHER

1. The elevation of the site is approximately 4800 feet above sea level. The construction site experiences cold temperatures with snow on the ground from November to February. Summer temperatures are warm but usually do not exceed 100 degrees.

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

1.5 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. 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 CO and Local Transportation Authority.

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.

B. Signing and barricades shall be adequate to protect Forest Service employees and public.

The contractor shall take special care to adequately sign and protect areas of work and construction from persons using these areas.

1.6 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage work trailers on site.

Overnight camping on site will not be allowed.

B. Confine storage of materials and equipment as approved by the Contracting Officer. The Contractor is responsible for the security of all personal equipment and materials.

C. Contractor shall maintain access to the facilities for Forest Service contracting personnel.

D. No fuel storage is permitted on the site. Fuel trucks must be equipped with spill containment kits and portable berms that meet State and Federal regulations

1.7 INSPECTION OF WORKSITE

A. 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.

1.8 CONTRACT TIME

A. Commence work 14 days following issuance of Notice to Proceed, work ready for use not later than 1 September 2027

1.9 INSPECTION OF WORKSITE

A. The contractor will acknowledge that they have taken the necessary steps to ascertain the nature and location of the work and have investigated and satisfied themselves as to the general and local conditions that can affect the work and it’s cost. Any failure of the contractor to take actions described in this paragraph will not relieve the Contractor from

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

responsibility of properly estimating the difficulty and cost of successful performance of the work or for proceeding without additional expense to the Government.

1.10 SITE VISIT:

A. A site visit will be conducted on September 10, 2026 @ 10:00 AM local time at the project site.

1.11 SPECIFICATIONS

A. 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.

HUMBOLDT-TOIYABE NF SUPERVISOR’S OFFICE REPAIRS

SECTION 000501 - REMODEL OFFICE BUILDING

SECTION 011250 - MEASUREMENT AND PAYMENT

SECTION 011900 - MOBILIZATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014130 - CONTRACTOR’S QUALITY CONTROL

SECTION 017320 - SELECTIVE DEMOLITION

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 024100 - WASTE MATERIAL DISPOSAL

SECTION 024117 - HAZARDOUS WASTE DISPOSAL

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 033545 - CONCRETE SIDEWALKS AND CURB & GUTTERS

SECTION 054000 - COLD-FORMED METAL FRAMING

SECTION 072100 - INSULATION

SECTION 079200 - JOINT SEALANTS

SECTION 081416 - FLUSH WOOD DOORS

SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND INFILL PANELS

SECTION 087100 - DOOR HARDWARE

SECTION 088000 - GLAZING

SECTION 092900 - GYPSUM BOARD

SECTION 093000 - TILING

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

SECTION 097700 - SPECIAL WALL FINISHES

SECTION 099123 - INTERIOR PAINTING

SECTION 099300 - STAINING AND TRANSPARENT FINISHING

SECTION 102800 - TOILET AND BATH ACCESSORIES

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-5

SECTION 142400 - HYDRAULIC ELEVATOR REPAIRS

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 220719 - PLUMBING PIPING INSULATION

SECTION 221116 - DOMESTIC WATER PIPING

SECTION 221316 - SANITARY WASTE AND VENT PIPING

SECTION 221429 - SUMP PUMPS AND CONTROLS

SECTION 224213.13 - COMMERCIAL WATER CLOSETS

SECTION 224216.13 - COMMERCIAL LAVATORIES

SECTION 233113 - METAL DUCTS

SECTION 233416 - CENTRIFUGAL HVAC FANS

SECTION 233713.13 - AIR DIFFUSERS

SECTION 238126 - SPLIT-SYSTEM AIR-CONDITIONERS

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 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 262726 - WIRING DEVICES

SECTION 262813 - FUSES

SECTION 265119 - LED INTERIOR LIGHTING

SECTION 312000 - EARTHWORK

END OF SECTION C

MAY 2026

REMODEL OFFICE BUILDING 000501-1

USDA FOREST SERVICE, R4

HUMBOLDT-TOIYABE NF SUPERVISOR'S OFFICE REMODEL

SECTION 000501 - REMODEL OFFICE BUILDING

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the remodel of a facility owned by the Forest Service at 1200 Franklin Ave, in Sparks, NV.

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 Existing Building Code

2024 International Plumbing Code

2024 International Mechanical Code

2024International Energy Conservation Code

2025 ASME 17.1-2025- Elevator 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. The project includes the following base bid items and bid option items as shown in the Schedule of Items:

1. Base Bid:

a. Base Bid Item #1: Mobilization and Bonding. This line items covers cost to mobilize on the site, acquire bonding and prepare for the work. See Specification 011900. This is a line items for the base bid only.

b. Base Bid Item #2: Remodel the Supervisor’s Office Elevator and Machine Room: The work will include but is not limited to: selective demolition, removal and disposal of an existing elevator controller, car controls, door operator and rollers, sump pump, wiring, and shaft lights.

Repack and reseal the 2 existing hydraulic elevator pistons. Provide and install new elevator controller, door operator and rollers, camera/audio/visual http://www.access-board.gov/adaag/html/adaag.htm

REMODEL OFFICE BUILDING 000501-2

car controls, emergency power, a new oil separating sump pump and controls, a scavenger pump, a new mini-split air conditioner, and electrical upgrades.

1) Applicable specifications:

a) SECTION 000501 - REMODEL OFFICE BUILDING

b) SECTION 011250 - MEASUREMENT AND PAYMENT

c) SECTION 013300 - SUBMITTAL PROCEDURES

d) SECTION 014130 - CONTRACTOR’S QUALITY CONTROL

e) SECTION 017320 - SELECTIVE DEMOLITION

f) SECTION 017700 - CLOSEOUT PROCEDURES

g) SECTION 024100 - WASTE MATERIAL DISPOSAL

h) SECTION 024117 - HAZARDOUS WASTE DISPOSAL

i) SECTION 079200 - JOINT SEALANTS

j) SECTION 142400 - HYDRAULIC ELEVATOR REPAIRS

k) SECTION 220517 - SLEEVES AND SLEEVE SEALS FOR

PLUMBING PIPING

l) SECTION 220518 - ESCUTCHEONS FOR PLUMBING

PIPING

m) SECTION 220523 - GENERAL-DUTY VALVES FOR

PLUMBING PIPING

n) SECTION 220523.12 - BALL VALVES FOR PLUMBING

PIPING

o) SECTION 220529 - HANGERS AND SUPPORTS FOR

PLUMBING PIPING AND EQUIPMENT

p) SECTION 220553 - IDENTIFICATION FOR PLUMBING

PIPING AND EQUIPMENT

q) SECTION 220719 - PLUMBING PIPING INSULATION

r) SECTION 221316 - SANITARY WASTE AND VENT PIPING

s) SECTION 221429 - SUMP PUMPS AND CONTROLS

t) SECTION 233713.13 - AIR DIFFUSERS

u) SECTION 238126 - SPLIT-SYSTEM AIR-CONDITIONERS

v) SECTION 260500 - COMMON WORK RESULTS FOR

ELECTRICAL

w) SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER

CONDUCTORS AND CABLES

x) SECTION 260526 - GROUNDING AND BONDING FOR

ELECTRICAL SYSTEMS

y) SECTION 260529 - HANGERS AND SUPPORTS FOR

ELECTRICAL SYSTEMS

z) SECTION 260533 - RACEWAYS AND BOXES FOR

ELECTRICAL SYSTEMS

aa) SECTION 260553 - IDENTIFICATION FOR ELECTRICAL

SYSTEMS

bb) SECTION 262726 - WIRING DEVICES

cc) SECTION 262813 - FUSES

dd) SECTION 265119 - LED INTERIOR LIGHTING

REMODEL OFFICE BUILDING 000501-3

c. Optional Bid Item #1: Refurbish the interior of the elevator car by removing and salvaging the handrailing, removing the ceiling finish, flooring, and cleaning and sanding the interior wall panels. Provide new ceiling finish, lighting, LVT flooring, and thin film finish over stainless doors, frames and wall panels. Reinstall the handrailing after finishes are complete.

1) Applicable Specifications

a) SECTION 000501 - REMODEL OFFICE BUILDING

b) SECTION 011250 - MEASUREMENT AND PAYMENT

c) SECTION 013300 - SUBMITTAL PROCEDURES

d) SECTION 014130 - CONTRACTOR’S QUALITY CONTROL

e) SECTION 017320 - SELECTIVE DEMOLITION

f) SECTION 017700 - CLOSEOUT PROCEDURES

g) SECTION 024100 - WASTE MATERIAL DISPOSAL

h) SECTION 024117 - HAZARDOUS WASTE DISPOSAL

i) SECTION 079200 - JOINT SEALANTS

j) SECTION 142400 - HYDRAULIC ELEVATOR REPAIRS

d. Optional Bid Item #2: Demo flooring, concrete slab, walls and other selective demolition and disposal for a new visitor’s toilet. Provide and install new concrete, framing, insulation, opaque storefront panels, doors, door hardware, tile, wainscot, toilet accessories, FRP Wainscot, painting, stain, varnish, dropped ceilings, plumbing, fixtures, valves, sewer line connection, fan, diffusers and ductwork, louvers, fire sprinkler reconfiguration, lighting, wiring, switches, power, and on demand water heater as shown in drawings and specifications.

1) Applicable specifications:

a) SECTION 000501 - REMODEL OFFICE BUILDING

b) SECTION 011250 - MEASUREMENT AND PAYMENT

c) SECTION 011900 - MOBILIZATION

d) SECTION 013300 - SUBMITTAL PROCEDURES

e) SECTION 014130 - CONTRACTOR’S QUALITY CONTROL

f) SECTION 017320 - SELECTIVE DEMOLITION

g) SECTION 017700 - CLOSEOUT PROCEDURES

h) SECTION 024100 - WASTE MATERIAL DISPOSAL

i) SECTION 024117 - HAZARDOUS WASTE DISPOSAL

j) SECTION 033000 - CAST-IN-PLACE CONCRETE

k) SECTION 033545 - CONCRETE SIDEWALKS AND CURB &

GUTTERS

l) SECTION 054000 - COLD-FORMED METAL FRAMING

m) SECTION 072100 - INSULATION

n) SECTION 079200 - JOINT SEALANTS

o) SECTION 081416 - FLUSH WOOD DOORS

REMODEL OFFICE BUILDING 000501-4

p) SECTION 084113 - ALUMINUM-FRAMED ENTRANCES

AND INFILL PANELS

q) SECTION 087100 - DOOR HARDWARE

r) SECTION 088000 - GLAZING

s) SECTION 092900 - GYPSUM BOARD

t) SECTION 093000 - TILING

u) SECTION 095113 - ACOUSTICAL PANEL CEILINGS

v) SECTION 097700 - SPECIAL WALL FINISHES

w) SECTION 099123 - INTERIOR PAINTING

x) SECTION 099300 - STAINING AND TRANSPARENT

FINISHING

y) SECTION 102800 - TOILET AND BATH ACCESSORIES

z) SECTION 220517 - SLEEVES AND SLEEVE SEALS FOR

PLUMBING PIPING

aa) SECTION 220518 - ESCUTCHEONS FOR PLUMBING

PIPING

bb) SECTION 220523 - GENERAL-DUTY VALVES FOR

PLUMBING PIPING

cc) SECTION 220523.12 - BALL VALVES FOR PLUMBING

PIPING

dd) SECTION 220529 - HANGERS AND SUPPORTS FOR

PLUMBING PIPING AND EQUIPMENT

ee) SECTION 220553 - IDENTIFICATION FOR PLUMBING

PIPING AND EQUIPMENT

ff) SECTION 220719 - PLUMBING PIPING INSULATION

gg) SECTION 221116 - DOMESTIC WATER PIPING

hh) SECTION 221316 - SANITARY WASTE AND VENT PIPING

ii) SECTION 224213.13 - COMMERCIAL WATER CLOSETS

jj) SECTION 224216.13 - COMMERCIAL LAVATORIES

kk) SECTION 233113 - METAL DUCTS

ll) SECTION 233416 - CENTRIFUGAL HVAC FANS

mm) SECTION 233713.13 - AIR DIFFUSERS

nn) SECTION 260500 - COMMON WORK RESULTS FOR

ELECTRICAL

oo) SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER

CONDUCTORS AND CABLES

pp) SECTION 260526 - GROUNDING AND BONDING FOR

ELECTRICAL SYSTEMS

qq) SECTION 260529 - HANGERS AND SUPPORTS FOR

ELECTRICAL SYSTEMS

rr) SECTION 260533 - RACEWAYS AND BOXES FOR

ELECTRICAL SYSTEMS

ss) SECTION 260553 - IDENTIFICATION FOR ELECTRICAL

SYSTEMS

tt) SECTION 262726 - WIRING DEVICES

uu) SECTION 262813 - FUSES

REMODEL OFFICE BUILDING 000501-5

vv) SECTION 265119 - LED INTERIOR LIGHTING

ww) SECTION 312000 - EARTHWORK

B. 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.

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.

END OF SECTION 000501

JUNE 2026

MEASUREMENT AND PAYMENT 011250-1

HUMBOLDT-TOIYABE NF SUPERVISOR'S OFFICE REMODEL

SECTION 011250 - MEASUREMENT AND PAYMENT

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.

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."

MEASUREMENT AND PAYMENT 011250-2

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.

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.

MEASUREMENT AND PAYMENT 011250-3

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.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

MOBILIZATION 011900-1

HUMBOLDT-TOIYABE NF SUPERVISOR'S OFFICE REMODEL

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

1.1 SUMMARY

A. 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.

1.2 MEASUREMENT AND PAYMENT

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

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

2. 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.

3. 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.

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

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

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011900

SUBMITTAL PROCEDURES 013300-1

USDA FOREST SERVICE, R-4

HUMBOLDT-TOIYABE NF SUPERVISOR’S OFFICE REMODEL

SECTION 013300 - SUBMITTAL PROCEDURES

3.1 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.

3.2 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.

SUBMITTAL PROCEDURES 013300-2

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.

3.3 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 4 - PRODUCTS

4.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

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

1. Type of copy: Submit PDF copy of each submittal, unless otherwise indicated. CO will return marked copy. Mark up and retain 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.

SUBMITTAL PROCEDURES 013300-3

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.

4.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Type of Copy: Submit a PDF copy 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 test results of material for compliance with requirements.

C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

SUBMITTAL PROCEDURES 013300-4

E. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

PART 5 - EXECUTION

5.1 GENERAL

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

C. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

E. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

F. Requests for substitutions will only be considered if contractor submits the following:

1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution.

Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

2. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

4. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

5.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required

SUBMITTAL PROCEDURES 013300-5

submittals for the project - the table is to assist the Contractor and may not be all inclusive

– additional submittals may be required by specific specifications:

TABLE 013000-1

Spec.

Section

Section Title Subsect ion Required Submittal

C General Specifications 1.4A Traffic Control Plan

013300 Submittal Procedures 2.1D Construction Schedule

014100 Quality Control 1.2 B Contractor Quality Control Plan

014000 Quality Control 1.2C Daily Reports

014100 Quality Control 1.3 D Logs

014100 Quality Control 1.3 E/F Test and inspection reports

014100 Quality Control 1.3 G As-Built drawings

014100 Quality Control 1.3H Permits, Licenses and Certificates

017320 Selective Demolition 1.3A Schedule

017320 Selective Demolition 1.3B Manifests

017700 Closeout Procedures 1.2A Product Data

017700 Closeout Procedures 1.2B First Punchlist

017700 Closeout Procedures 1.2C Final Punchlist

017700 Closeout Procedures 1.3A Maintenance Materials

024117 Hazardous Waste Disposal

1.2A Uniform Hazardous Waste Manifest

033000 Cast in Place Concrete 1.3A Product Data

033000 Cast in Place Concrete 1.3B Design Mix

054000 Cold Formed Metal Framing 1.2A Product Data

072100 Insulation 1.2A Product Data

079200 Joint Sealants 1.2A Product Data

081416 Flush Wood Doors 1.2A Product Data

SUBMITTAL PROCEDURES 013300-6

Spec.

Section

Section Title Subsect ion Required Submittal

084113 Aluminum Entrances and Infill Panels

1.3A Product Data

084113 Aluminum Entrances and Infill Panels

1.3B Shop Drawings

084113 Aluminum Entrances and Infill Panels

1.4A Sample Warranties

084113 Aluminum Entrances and Infill Panels

1.5A Maintenance Data

087100 Door Hardware 1.2A Product Data

087100 Door Hardware 1.2B Shop Drawings

087100 Door Hardware 1.2C Hardware Schedule

088000 Glazing 1.3A Product Data

092900 Gypsum Board 1.2A Product Data

093000 Tiling 1.2A Product Data

093000 Tiling 1.2B Samples

093000 Tiling 1.3A Extra Materials

095113 Acoustical Panel Ceilings 1.2A Product Data

095113 Acoustical Panel Ceilings 1.3A Maintenance Data

097700 Special Wall Finishes 1.2A Product Data

097700 Special Wall Finishes 1.2B Samples

097700 Special Wall Finishes 1.2C Maintenance Data

099123 Interior Painting 1.2A Product Data

099123 Interior Painting 1.2B Samples

099300 Staining and Transparent Finish 1.3A Product Data

099300 Staining and Transparent Finish 1.3B Samples

102800 Toilet Accessories 1.2A Product Data

SUBMITTAL PROCEDURES 013300-7

Section

Section Title Subsect ion Required Submittal

102800 Toilet Accessories 1.3A Maintenance Data

142400 Hydraulic Elevator Repair 1.3A Product Data

142400 Hydraulic Elevator Repair 1.3B Shop Drawings

142400 Hydraulic Elevator Repair 1.3C Samples

142400 Hydraulic Elevator Repair 1.3D Samples

142400 Hydraulic Elevator Repair 1.3E Samples

142400 Hydraulic Elevator Repair 1.3F Operations and Maintenance Data

220517 Sleeves and Sleeve Seals for Plumbing Piping

1.2A Product Data

220518 Escutcheons for Plumbing Piping 1.2A Product Data

220523 General Duty Valves 1.2A Product Data

220523 .12

Ball Valves for Plumbing Piping 1.3A Product Data

220529 Hangers and Supports for Plumbing Piping and Equipment

1.3A Product Data

220529 Hangers and Supports for Plumbing Piping and Equipment

1.3B Welding Certificates

220719 Plumbing Piping Insulation 1.3A Product Data

220719 Plumbing Piping Insulation

1.3B Field Quality-Control Test Reports

221116 Domestic Water Piping 1.4A Product Data

221116 Domestic Water Piping 1.5A Purging Reports

221116 Domestic Water Piping 1.5B Quality Control Reports

221316 Sanitary Waste and Vent Piping 1.3A Product Data

221316 Sanitary Waste and Vent Piping

1.4C Field Quality-Control Test Reports

SUBMITTAL PROCEDURES 013300-8

Section

Section Title Subsect ion Required Submittal

221429 Sump Pump 1.2A Product Data

221429 Sump Pump 1.2B Wiring Diagram

221429 Sump Pump 1.3A Operation and Maintenance Data

224213 .13

Commercial Water Closets 1.3A Product Data

224213 .13

Commercial Water Closets 1.4A Operation and Maintenance Data

224216 .13

Commercial Lavatories 1.4A Product Data

224216 .13

Commercial Lavatories 1.4B Operation and Maintenance Data

224216 .13

Commercial Lavatories 1.5A Extra Materials

233113 Metal Ducts 1.4A Product Data

233416 Exhaust Fans 1.3A Product Data

233416 Exhaust Fans 1.3B Shop Drawings

233416 Exhaust Fans 1.3C Field Quality Control Reports

233416 Exhaust Fans 1.3D Operation and Maintenance Data

233416 Exhaust Fans 1.3E Extra Materials

233713 .13

Diffusers 1.3A Product Data

238126 Split System Air Conditioners 1.3A Product Data

238126 Split System Air Conditioners 1.3B Shop Drawings

238126 Split System Air Conditioners

1.4A Operation and maintenance data.

238126 Split System Air Conditioners 1.5A Maintenance materials

SUBMITTAL PROCEDURES 013300-9

Section

Section Title Subsect ion Required Submittal

238126 Split System Air Conditioners 1.8A Warranty

260500 Common Work Results for Electrical 1.2A Product Data

260519 Low Voltage Electrical Power Cables

1.3A Product Data

260519 Low Voltage Electrical Power Cables

1.4A Qualification Data

260519 Low Voltage Electrical Power Cables

1.4B Reports

260526 Grounding and Bonding for Electrical Systems

1.2A Product Data

260526 Grounding and Bonding for Electrical Systems

1.2A Qualification Data

260526 Grounding and Bonding for Electrical Systems

1.2A Reports

260529 Hangers and Supports for Electrical 1.5A Product Data

260533 Raceways and Boxes 1.3A Product Data

262726 Wiring Devices 1.2A Product Data

262726 Wiring Devices 1.2B Shop Drawings

262726 Wiring Devices 1.3A Reports

262813 Fuses 1.2A Product Data

262813 Fuses 1.2A Operation and Maintenance Data

265119 LED Interior Lighting 1.2A Product data

265119 LED Interior Lighting 1.2B Shop Drawings

265119 LED Interior Lighting 1.3A Operation and Maintenance Data

END OF SECTION 013300

SUBMITTAL PROCEDURES 013300-10

CONTRACTOR’S QUALITY CONTROL 014130-1

HUMBOLDT-TOIYABE NF SUPERVISOR'S OFFICE REMODEL

SECTION 014130 - CONTRACTOR’S QUALITY CONTROL

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of preparing and executing a quality control program.

B. This section includes administrative and procedural requirements for quality-control services.

C. Quality-control services include inspections, tests, and related actions, including reports performed by Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement activities performed by the Contracting Officer.

D. Testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract document requirements.

E. Requirements of this section relate to customized fabrication and installation procedures, not production of standard products.

1. Specific quality-control requirements for individual construction activities are specified in the sections that specify those activities. Requirements in those sections may also cover production of standard products.

2. Specified inspections, tests, and related actions do not limit Contractor’s quality-control procedures that facilitate compliance with Contract Document requirements.

3. Requirements for Contractor to provide quality-control services required by the Contracting Officer, or authorities having jurisdiction are not limited by provisions of this section.

1.2 SUBMITTALS

A. As specified in specification 013300.

B. Quality Control Plan:

1. At the time of the preconstruction conference, submit for approval a written Contractor Quality Control (CQC) Plan.

2. If the CQC Plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.

3. The Government reserves the right to require changes in the CQC Plan during the contract period as necessary to obtain the quality specified.

4. No change in the approved CQC Plan may be made without written concurrence by the Contracting Officer.

CONTRACTOR’S QUALITY CONTROL 014130-2

5. The CQC Plan shall be a comprehensive document that addresses every aspect of the Contractor’s activity in support of quality finished products. Each aspect of quality control addressed by the contract documents shall be addressed. Mandatory items of the CQC Plan include, but are not limited to the following:

a. A statement of the Contractor’s quality control policy.

b. A list of personnel responsible for quality control and assigned duties. Include each person’s qualifications.

c. A copy of a letter of direction to the Contractor’s Quality Control Supervisor outlining assigned duties.

d. Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

e. Methods of performing, documenting, and enforcing quality control of all work.

f. Methods of monitoring and controlling environmental pollution and contamination as required by regulations and laws.

g. Outline showing each Definable Feature of Work (DFW) (identified by specification section) describing the quality control activities that take place at each phase for each DFW.

h. Detailed description of the mechanisms to be used to track deficient work, notify responsible parties, ensure correction, and provide verification.

Contractor shall maintain a log of defective work/corrective actions and shall provide a copy of new log entries to the Contracting Officer as deficiencies are identified. Provide a sample of the log.

i. Contractor’s program of quality control for items fabricated off-site.

j. Detailed description of how record documents will be identified, collected, organized, and retained during the course of the project.

C. Contractor’s Quality Control Daily Reports: Submit showing all inspections and tests on the first work day following the date covered by the report.

D. Defective work/corrective action logs.

E. Test Reports:

1. Submit Daily Test Information Sheets with Quality Control Daily Reports.

2. Submit failing test results and proposed remedial actions within four hours of noted deficiency.

3. Submit three copies of complete test results not later than three calendar days after the test was performed.

4. Testing and Inspection Reports shall include the following:

a. Date of issue.

b. Project title and number.

c. Name, address, and telephone number of testing agency.

d. Dates and locations of samples, tests, or inspections.

e. Names of individuals performing tests and inspections.

f. Reference Specification Section(s).

g. Complete test or inspection data.

CONTRACTOR’S QUALITY CONTROL 014130-3

h. Test and inspection results and an interpretation of test results.

i. Ambient conditions at time sample was taken, tested, or inspected.

j. Comments or professional opinion on whether tested or inspected work complies with the Contract Document requirements.

k. Name and signature of laboratory inspector.

l. Recommendations on retesting and re-inspecting.

F. Off-Site Inspection Reports: Submit prior to shipment.

G. As-Built Drawings.

H. Permits, Licenses, and Certificates

I. If the CQC plan and Quality Control Daily Reports are not submitted as specified, the Contracting Officer may retain all payments until such time a plan is approved and implemented. Failure of the Contractor to properly implement their Quality Control Plan may result in revocation of the plan’s approval. The Contracting Officer would then request the plan be revised and re-submitted to correct implementation of the plan. No payments would be made during any period when the Quality Control Plan is not approved.

1.3 QUALITY ASSURANCE

A. General:

1. The quality of all work shall be the responsibility of the Contractor. Testing shall be the responsibility of an independent testing laboratory, the cost of which shall be borne by the Contractor.

2. Inspect and test all work often enough to ensure that the quality of materials, workmanship, construction, finish, and functional performance is in compliance with applicable specifications and drawings.

3. Quality Control Daily Reports shall be completed by the Quality Control Supervisor.

4. Test reports shall be completed by person performing the test.

5. The Contracting Officer may designate locations of tests.

B. Quality Control Staff:

1. The Contractor's Quality Control Supervisor’s duty shall be quality control.

2. The Contractor's designated Quality Control Supervisor or their alternate shall be on the project site whenever contract work is in progress.

3. The Contractor's supervisory staff may be used to assist the Quality Control

Supervisor, supplemented as necessary by additional certified testing technicians.

C. Testing Laboratory and Equipment:

1. 1. Employ certified independent laboratories to perform sampling and testing. The testing laboratory organization shall be certified for the type of testing work to be done.

2. All measuring devices, laboratory equipment, and instruments shall be calibrated at established intervals against certified standards in accordance with NBS

CONTRACTOR’S QUALITY CONTROL 014130-4

requirements. Upon request, measuring and testing devices shall be made available for use by the Government for verification tests.

1.4 MEASUREMENT AND PAYMENT

A. 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 APPLICABLE)

PART 3 - EXECUTION

3.1 OFF-SITE CONTROL

A. Items that are fabricated or assembled off-site shall be inspected for quality control at the place of fabrication.

3.2 ON-SITE CONTROL

A. Notification:

1. Notify the Contracting Officer at least 48 hours in advance of the preparatory phase meeting.

2. Notify the Contracting Officer at least 24 hours in advance of the initial and follow-up phases.

B. Preparatory Phase: Perform before beginning each feature of work.

1. Review control submittal…