Attachment 2 - Statement of Work (SOW).pdf

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

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

FOREST HOUSING DEFERRED MAINTENANCE PHASE 2

Final - 5/31/2024

1.1 SCOPE OF CONTRACT

A. This project includes completing deferred maintenance on housing units to allow for year-round occupancy with a focus on HVAC upgrades, attic insulation, and window and roof replacements.

B. The work includes the following options described below:

1. Insulation Addition/Heat Pump Installation in Daycare: Installation of new cellulose and spray foam insulation and installation of new heat pump system.

a. Install cellulose insulation to specified R-value of R-60 (~16 inches), ensuring baffling is sufficient to still provide airflow at the eaves.

1) Note: may not be able to achieve full depth at the eaves but should provide the maximum amount possible with the baffling in-place.

b. Remove any existing batt insulation prior to installation of cellulose.

c. Dimensions of building are 32’-0” x 60’-0”

d. Install spray foam insulation to specified R-value of R-24 (~4 inches) to rim joists.

e. Remove existing propane furnace, associated ducting not needed including patching/painting of drywall, and propane piping back to on-demand water heater within mechanical room.

f. Perform duct cleaning of existing ducts throughout building.

g. Provide and install (1) new heat pump system to service the building.

1) The unit shall have a 12-year warranty for the equipment.

2) Basis of Design unit is a Daikin Fit Heat Pump system:

a) (1) Air handler vertical model DFE60DP1400 or equal.

b) Heat pump model DZ6VSA6010 with wall mounts by manufacturer or equal.

3) Rework ducting to except new air handler unit.

4) Heat pump to be hung on exterior building on west end as noted on drawing pdf.

5) Base pan heater to be installed.

6) Limit the running of line sets on exterior of building and install line set covers over line sets

7) Provide electrical from panel in front hallway to service system. Run circuit in attic. Existing furnace circuit to be repurposed or removed as part of the work. Electrical to meet code. Patch drywall as needed.

8) Balance system as shown on the drawing pdf.

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

9) Install new programmable wall thermostat for system.

10) Provide Product Data, warranty, and O&M manuals located on unit.

2. Insulation Addition/Heat Pump Installation in (1 up to 2) Single Bedroom Units @

McCall Family Housing: Installation of new cellulose insulation and installation of new heat pump system.

a. Install cellulose insulation to specified R-value of R-60 (~16 inches), ensuring baffling is sufficient to still provide airflow at the eaves.

1) Note: may not be able to achieve full depth at the eaves but should provide the maximum amount possible with the baffling in-place.

b. Dimensions of each unit are 12’-4” x 38’-0”

c. Provide and install (1) new 2-head heat pump system.

1) The unit shall have a 12-year warranty for the equipment.

2) Basis of Design unit is a Daikin LV/Aurora Heat Pump system:

a) (2) Air handler wall mount models FTXS09LVJU or equal.

b) Heat pump model 2MXL18QMVJUA with wall mounts by manufacturer or equal.

3) (1) head to be installed in bedroom and (1) head to be installed in living room as noted on drawing pdf.

4) Heat pump to be hung on building on gable end as noted on drawing pdf.

5) Base pan heater to be installed.

6) Limit the running of line sets on exterior of building (run through attic or crawlspace) and install line set covers over line sets

7) Provide electrical from salvaged 20-amp baseboard heater circuit in living room to service system. Run circuit in crawlspace.

Remove/dispose of baseboard heater. Electrical to meet code.

8) Install new programmable wall thermostat for system.

9) Provide Product Data, warranty, and O&M manuals located on unit.

3. Insulation Addition/Heat Pump Installation in (1 up to 2) Double Bedroom Units @ McCall Family Housing: Installation of new cellulose insulation and installation of new heat pump system..

a. Install cellulose insulation to specified R-value of R-60 (~16 inches), ensuring baffling is sufficient to still provide airflow at the eaves.

1) Note: may not be able to achieve full depth at the eaves but should provide the maximum amount possible with the baffling in-place.

b. Dimensions of each unit are 12’-4” x 50’-0”

c. Provide and install (1) new 3-head heat pump system as noted on drawing pdf.

1) The unit shall have a 12-year warranty for the equipment.

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

2) Basis of Design unit is a Daikin LV/Aurora Heat Pump system:

a) (1) Air handler model FFQ09Q2VJU ceiling cassette or equal.

b) (2) Air handler models FTXS09LVJU wall mount or equal.

c) Heat pump model 3MXL24RMVJUA with wall mounts by manufacturer or equal.

3) (2) wall mount heads to be installed, (1) in each bedroom, and (1) ceiling cassette to be installed in living room as noted on drawing pdf.

4) Heat pump to be hung on building on gable end as noted on drawing pdf.

5) Base pan heater to be installed.

6) Limit the running of line sets on exterior of building (run through attic or crawlspace) and install line set covers over line sets

7) Provide electrical from salvaged 20-amp baseboard heater circuit in living room to service system. Run circuit in crawlspace.

Remove/dispose of baseboard heater. Electrical to meet code.

8) Install new programmable wall thermostat for system.

9) Provide Product Data, warranty, and O&M manuals located on unit.

4. Insulation Addition/Heat Pump Installation in 16-person barracks (Fawn Hall) @

McCall Barracks Housing: Installation of new cellulose insulation, spray foam insulation, and installation of new heat pump system.

a. Remove all ceiling heating element panels throughout building including removing thermostats and capping. Additionally, remove circuit breakers from panel and install filler plates.

b. Remove (3) non-functional on-demand water heaters behind toilets in bathrooms and existing 75-gallon tank water heater in mechanical room and all associated venting. Patch siding and drywall from removal of the penetration including placing insulation in wall cavity.

c. Install (3) new on-demand water heaters behind toilets in bathrooms.

1) Basis of Design units: Navien NPE-A2

2) Route community venting for all three units through gable end of building as per manufacturer requirements.

3) Two water heaters to be connected in series in larger bathroom.

4) Reroute waterlines to accommodate units. Plumbing to meet code.

d. Provide and install (2) new heat pump systems to service the building. See drawings.

1) The units shall have a 12-year warranty for the equipment.

2) Basis of Design units are Daikin Fit Heat Pump systems:

a) (2) Air handler vertical models DFVE[36 or 60]DP1400 3-ton and 5-ton or equal.

b) Heat pump models DZ6VSA[36 or 60]10 3-ton and 5-ton with wall mounts by manufacturer or equal.

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

3) Install ductwork and vents (supply and return) within crawlspace and mechanical room as shown on drawings.

4) Install spray foam insulation to specified R-value of R-24 (~4 inches) to rim joists.

5) Heat pumps to be hung on building exterior as noted on drawing pdf.

6) Base pan heaters to be installed.

7) Limit the running of line sets on exterior of building and install line set covers over line sets

8) Provide electrical from panel to service systems.

9) Balance system as shown on the drawing pdf.

10) Install new programmable wall thermostats for the systems.

11) Provide Product Data, warranty, and O&M manuals located on unit.

5. Insulation Addition in (1 up to 2) Bunkhouses @ Price Valley Bunkhouses:

Installation of new spray foam.

a. Remove existing cellulose and batt insulation in the attic space

b. Remove attic fan and (3) gable vents, frame in with plywood and building wrap and install fiber cement siding to match existing.

c. Remove existing fiber cement siding on vestibule gable end and replace to match existing.

d. Install spray foam insulation on the roof deck to specified R-value of R-49 and on the gable ends to specified R-value of R-35.

e. Dimensions of unit are 35’-0” x 68’-0” w/ 8’-0” x 26’-0” vestibule. See drawings.

6. Plumbing Upgrades/Deferred Maintenance in (1 up to 2) Bunkhouses @ Price Valley Bunkhouses

a. Remove electric insta-hot water heater, remove electric lines and circuit breaker in the panel (provide filler plate in panel), repair wall, and run hot water line to far shower, and install access panel in back of posi-temp valve.

b. Remove bottom 36-inches of fiber cement siding and inspect/repair building wrap to ensure water tightness at (3) locations as shown on the drawings (south side, both locations in valleys)

c. Install new white corrugated metal wainscot with associated trim in areas previously removed of siding.

d. Replace (4) sections of existing standing seam metal roofing and install snow rail system within both valleys.

1) Basis of design: C21Z Clamp-On by Tra Snow & Sun, www.trasnowandsun.com , 1-800 606-8980

7. Metal Roof/Window Replacements in (1 up to 5) Single Bedroom Units @ McCall

Family Housing http://www.trasnowandsun.com/

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

a. Remove existing ribbed metal roofing, metal trim, roof felt paper, and patch any holes

b. Install Ice/Water Shield over entire roof and new standing seam metal roof with trim

c. Dimensions of each roof (4/12 pitch) are ~15’-4” x 40’-0”. See drawings.

d. Remove existing windows and replace with new windows and trim. Trim to be fiber cement trim or approved equal. Paint new trim. See drawings.

8. Metal Roof/Window Replacements on (1 up to 5) Double Bedroom Units @ McCall Family Housing

a. Remove existing ribbed metal roofing, metal trim, roof felt paper, and patch any holes

b. Install Ice/Water Shield over entire roof and new standing seam metal roof with trim

c. Dimensions of each roof (4/12 pitch) are ~15’-4” x 52’-0”. See drawings.

d. Remove existing windows and replace with new windows and trim. Trim to be fiber cement trim or approved equal. Paint new trim. See drawings.

9. Metal Roof/Window Replacements on 16-person barracks (Fawn Hall) @ McCall Barracks Housing

a. Remove existing ribbed metal roofing, metal trim, roof felt paper, roof penetrations, and patch any holes

b. Install Ice/Water Shield over entire roof and new standing seam metal roof with new trim

c. Dimensions of the roof (4/12 pitch) are shown on the drawings.

d. Remove existing windows and replace with new windows and trim. Trim to be fiber cement trim or approved equal. Paint new trim. See drawings.

10. Metal Roof/Window Replacements on Daycare

a. Remove existing ribbed metal roofing, metal trim, roof felt paper, roof penetrations, and patch any holes

b. Install Ice/Water Shield over entire roof and new standing seam metal roof with new trim

c. Dimensions of the roof (4/12 pitch) are shown on the drawings.

d. Remove existing windows and replace with new windows and trim. Trim to be match the existing. Paint new trim. See drawings.

e. Construct new concrete stoop and steps on west door of building.

C. Quantities associated with these options are identified in the Cost Proposal.

1.2 PROJECT LOCATION

A. The project sites are located at three different locations of the Payette National Forest:

1. Daycare-500 N Mission St. Bldg #3. McCall, ID 83638

2. McCall Family Housing-90 W Forrest St. McCall, ID 83638

3. McCall Barracks Housing-600 N Mission St. McCall, ID 83638.

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-6

4. Price Valley Work Center Bunkhouses-2295 Price Valley Rd, New Meadows, ID 83654.

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. All sites will be occupied during construction. The Contractor shall coordinate with the COR prior to entering the housing sites to minimize disturbances to the occupants.

2. Use of Site: Verify locations for materials storage and construction with COR. Do not disturb portions of site beyond areas in which the COR specifies.

3. There is electrical service available for use at the site.

4. Water is available at the site for construction purposes.

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

6. Construction Hours – Hours of operation for the construction, demolition, excavation and subsequent cleanup shall be only between the hours between 7:00 a.m. and 7:00 p.m. Monday through Saturday.

1.4 TEMPORARY ACCESS

A. Parking: Use designated areas for construction personnel or as approved by the Contracting Officer. Parking directly next to the building, for construction, shall be limited to 4 stalls. Coordinate all other parking with the Contracting Officer.

1.5 WASTE MANAGEMENT AND DISPOSAL

A. Waste Management Plan: Submit 3 copies of plan within 14 days of date established for the Notice to Proceed.

B. Processing waste material for salvage and recycling is encouraged.

C. The Contractor shall provide and maintain appropriate waste disposal containers or bins at the project site for the duration of the project construction. Verify with Contracting Office for placement of disposal containers and bins on the project site.

D. Waste material and debris shall be picked up and deposited in the waste disposal bins on a daily basis. Containers must be emptied on a weekly basis unless more frequent empting is needed.

E. Burning or burying of construction waste material on site will not be permitted. Material shall be disposed of in accordance with the Waste Material Disposal specification.

1.6 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.

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-7

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. Provide project signs as indicated. Unauthorized signs are not permitted.

1. Identification Signs: Provide Project identification signs.

2. Temporary Signs: Provide other signs as indicated and as required informing public and individuals seeking entrance to Project.

3. Provide temporary, directional signs for construction personnel and visitors as required.

4. Maintain and touchup signs so they are legible at all times.

1.7 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 trailers (work) on site.

B. No overnight camping will be allowed on site.

1.8 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.

1.9 START DATE

A. July 2024

1.10 CONTRACT TIME

A. Base Bid: 90 Calendar Days

B. Options: 365 Calendar Days

1.11 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 C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-8

Section 011250 - Measurement And Payment Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 017320 - Selective Demolition Section 024100 - Waste Material Disposal Section 033000 - Cast-In-Place Concrete Section 062013 - Exterior Finish Carpentry Section 070150.19 - Preparation For Reroofing Section 072100 - Loose Fill Thermal Insulation Section 072119 - Foamed-In-Place Insulation Section 074113.16 - Standing-Seam Metal Roof Panels Section 074646 - Fiber-Cement Trim Section 076200 - Sheet Metal Flashing And Trim (Low Slope) Section 077253 - Snow Guards Section 078123 - Intumescent Fire Protection Section 085413 - Fiberglass Windows Section 220500 - Common Work Results For Plumbing Section 220501 - Interior Pex Piping Section 221116 - Domestic Water Piping Section 223400 - Fuel-Fired, Domestic-Water Heaters Section 230130.51 - Hvac Air-Distribution System Cleaning Section 230517 - Sleeves And Sleeve Seals For Hvac Piping Section 230518 - Escutcheons For Hvac Piping Section 230529 - Hangers And Supports For Hvac Piping And Equipment Section 230548 - Vibration And Seismic Controls For Hvac Section 230553 - Identification For Hvac Piping And Equipment Section 230593 - Testing, Adjusting, And Balancing For Hvac Section 230713 - Duct Insulation Section 230719 - Hvac Piping Insulation Section 232300 - Refrigerant Piping Section 233113 - Metal Ducts Section 233300 - Air Duct Accessories Section 233713.13 - Air Diffusers Section 233713.23 - Air Registers And Grilles Section 236313 - Air-Cooled Refrigerant Condensers Section 238126 - Split-System Air-Conditioners Section 238126.13 - Mini Split-System Heat Pumps Section 238216.13 - Refrigerant Air Coils Section 260500 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And Cables Section 260533 - Raceways And Boxes For Electrical Systems Section 260553 - Identification For Electrical Systems Section 262726 - Wiring Devices

END OF SECTION C

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-9

August 2024

MEASUREMENT AND PAYMENT 011250-1

USDA FOREST SERVICE, R4

FOREST HOUSING DEFERRED MAINTENANCE PHASE 2

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

MEASUREMENT AND PAYMENT 011250-2

made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

1.3 UNITS OF MEASUREMENT

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

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

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

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

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

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

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

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

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

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

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

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

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

MEASUREMENT AND PAYMENT 011250-3

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

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

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

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

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

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

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

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

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

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

MOBILIZATION 011900-1

FOREST HOUSING DEFERRED MAINTENANCE PHASE 2

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

FOREST HOUSING DEFERRED MAINTENANCE PHASE 2

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 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.

1.2 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.

SUBMITTAL PROCEDURES 013300-2

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.

1.3 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 2 - PRODUCTS

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

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

1. Number of Copies: Submit three 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.

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.

2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

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

1. Number of Copies: Submit three 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 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 3 - EXECUTION

3.1 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.

3.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications.

SUBMITTAL PROCEDURES 013300-5

END OF SECTION 013300

SELECTIVE DEMOLITION 017320-1

FOREST HOUSING DEFERRED MAINTENANCE PHASE 2

SECTION 017320 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes demolition and removal of the following:

1. Selected portions of a building.

2. Repair procedures for selective demolition operations.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction and deliver them to Government.

C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government property, demolished materials shall become Contractor's property and shall be removed from Project site.

1.4 SUBMITTALS

A. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, including interruption of utility services.

B. Waste Manifests for materials deemed hazardous by the State of Utah including refrigerant and fluorescent lights.

1.5 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

SELECTIVE DEMOLITION 017320-2

B. Standards: Comply with ANSI A10.6 and NFPA 241.

C. Pre-demolition Conference: Conduct conference at Project site with contractor, subcontractors and Contracting Officer’s Representative.

1.6 PROJECT CONDITIONS

A. Conduct selective demolition so Government operations will not be disrupted. Provide not less than 72 hours' notice to CO of activities that will affect Government operations.

B. Maintain access to existing building amenities, pathways, and other adjacent occupied or used facilities.

1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the COR.

C. Government assumes no responsibility for condition of areas to be selectively demolished.

1. Conditions existing at time of inspection for bidding purpose will be maintained by Government as far as practical.

D. Hazardous Materials: Additional Hazardous materials were not found to be present in building to be selectively demolished.

1. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.

E. Storage or sale of removed items or materials on-site will not be permitted.

1.7 MEASUREMENT AND PAYMENT

A. There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price for items shown on the Schedule of Items.

PART 2 - PRODUCTS

2.1 REPAIR MATERIALS

A. Use repair materials identical to existing materials.

1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible.

2. Use materials whose installed performance equal or surpasses that of existing materials.

PART 3 - EXECUTION

3.1 EXAMINATION

SELECTIVE DEMOLITION 017320-3

A. Verify that utilities have been disconnected and capped.

B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to CO.

3.2 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Do not close or obstruct roads, without permission from CO. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

2. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction.

3. Protect existing site improvements, appurtenances, and landscaping to remain.

B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

C. Temporary Enclosures: Provide temporary enclosures for protection of existing building and construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

3.3 POLLUTION CONTROLS

A. Dust Control: Use temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.

B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

1. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

C. Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

3.4 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations.

SELECTIVE DEMOLITION 017320-4

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

B. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by CO, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.5 PATCHING AND REPAIRS

A. General: Promptly repair damage to adjacent construction caused by selective demolition operations.

B. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.

C. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.

D. Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

E. Ceilings: Patch and repair existing ceilings as necessary to provide an even-plane surface of uniform appearance.

3.6 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

B. Dispose of universal hazardous waste as required above.

C. Burning: Do not burn demolished materials.

SELECTIVE DEMOLITION 017320-5

D. Disposal: Transport demolished materials off Government property and legally dispose of them.

END OF SECTION 017320

FEBRUARY 2022

WASTE MATERIAL DISPOSAL 024100-1

FOREST HOUSING DEFERRED MAINTENANCE PHASE 2

SECTION 024100 - WASTE MATERIAL DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the loading, handling, hauling, and placing of construction debris.

1.2 MEASUREMENT AND PAYMENT

A. There will be no separate measurement or payment for work in this Section. Waste material disposal is considered incidental to other items of work shown in the Schedule of Items.

PART 2 - PRODUCTS – NOT APPLICABLE

PART 3 - EXECUTION

3.1 Waste material to be removed:

A. All demolition materials, excess building materials, garbage, and other refuse generated shall be hauled to a disposal area.

3.2 Disposal Site:

A. All waste material shall be removed from the project site and legally disposed off of Government property in an approved landfill.

1. The contractor is responsible for all costs and permits associated with landfill disposal.

2. The Government is not responsible for waste material upon its departure from the project site.

END OF SECTION 024100

JUNE 2020

CAST-IN-PLACE CONCRETE 033000-1

FOREST HOUSING DEFERRED MAINTENANCE PHASE 2

SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.

1.2 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Design Mixtures: For each concrete mixture. Indicate amounts of mixing water to be withheld for later addition at Project site.

C. Field quality-control test reports.

1.4 MEASUREMENT AND PAYMENT

A. There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price for items shown on the Schedule of Items.

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Plywood, metal, or other approved panel materials.

2. Exterior-grade plywood panels, suitable for concrete forms, complying with

DOC PS 1, and as follows:

a. Structural 1, B-B or better; mill oiled and edge sealed.

b. B-B (Concrete Form), Class 1 or better; mill oiled and edge sealed.

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.

CAST-IN-PLACE CONCRETE 033000-2

C. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

2.2 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 , deformed.

B. Plain-Steel Wire: ASTM A 82, as drawn.

C. Deformed-Steel Wire: ASTM A 496.

2.3 REINFORCEMENT ACCESSORIES

A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports.

2.4 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type II.

B. Normal-Weight Aggregates: ASTM C 33, graded, from a single source.

1. Maximum Coarse-Aggregate Size: 1 inch (25 mm) nominal.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M and potable.

D. Fly ash, ground iron blast-furnace slag, or silica fume may partially replace cement in any mix as follows:

1. Fly Ash:

a. Class F – Not more than 20 percent of the minimum mass of portland cement may be replaced with class F fly ash.

b. Class C – Not more than 25 percent of the minimum mass of portland cement may be replaced with class C fly ash.

2. Ground Iron Blast-Furnace Slag: Not more than 25 percent of the minimum mass of portland cement may be replaced with ground iron blast-furnace slag.

3. Silica Fume (microsilica): Not more than 10 percent of the minimum mass of portland cement may be replaced with silica fume.

CAST-IN-PLACE CONCRETE 033000-3

4. Additionally, fly ash, slag, and silica fume will constitute no more than 50 percent of the total replacement weight.

2.5 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Retarding Admixture: ASTM C 494/C 494M, Type B.

C. Synthetic Fiber: Monofilament or fibrillated polypropylene fibers engineered and designed for use in concrete pavement, complying with ASTM C 1116, Type III, 1/2 to 1-1/2 inches long.

2.6 CURING MATERIALS

A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

C. Water: Potable.

D. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating or nondissipating. Liquid Membrane-Forming Compounds. Material shall be certified by curing compound manufacturer to not interfere with bonding of floor covering.

2.7 REPAIR MATERIALS

A. Repair Overlayment: Cement-based, polymer-modified, self-leveling…