Attachment 3 - Final Specs Critical Housing DM.pdf

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

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

GAOA Critical Housing Deferred Maintenance Idaho City Work Center 5/19/2025

1.1 SCOPE OF CONTRACT

A. This project includes remodeling 3 bunkhouses, 4 single family homes, a garage, and a storage shed at the Idaho City Work Center.

B. The Base Bid includes the following work and all related activities:

1. 1107 Ranger House

a. Remodel kitchen, bedroom, bathroom

1) Install new flooring throughout,

2) Remove plywood box around hot water heater

3) Replace hot water heater, 40 gallon, electric tank

b. Install a multi-zone mini-split, 27,000BTU

c. Replace the entire Radon mitigation system in kind

d. Replace the front exterior door, 36”x80”

e. Replace window in living room

f. Paint all exterior walls and trim

2. 1134 Montgomery House

a. Remodel kitchen

1) Install new top and bottom cabinets with roll-up sink

2) Install new vent hood

3) Install new garbage disposal

4) Install new farm sink

5) Install new butcherblock countertop

6) Install new flooring throughout

b. Remodel bathroom, closet

1) Remove toilet and sink and retain for reinstall

2) Remove window

3) Reinstall toilet and sink at new location

4) Install new accessible transfer shower,

5) Install 12” closet shelving

6) Install new flooring throughout

c. Install new front and back exterior doors

d. Install new electric wall heater on the enclosed porch

e. Install new accessible sidewalk leading to front porch

f. Paint all exterior walls and trim

3. 1167 Montgomery House

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

a. Install new windows

b. Repair the concrete cellar

c. Paint all exterior walls and trim

4. 1173 Middle Fork Bunkhouse

a. Replace HVAC, 2x furnace and 2x air conditioning units

b. Replace hot water heater

5. 1175 North Fork Bunkhouse

a. Replace HVAC, 2x furnace and 2x air conditioning units

6. 1179 South Fork Bunkhouse

a. Replace HVAC, 2x furnace and 2x air conditioning units

C. The Option Bid items includes the following work and all related activities:

1. 1135 Montgomery House

a. Install 24,000BTU multi-zone mini split

b. Replace bay window

c. Replace front door

d. Paint all exterior walls and trim

2. 1173 Middle Fork Bunkhouse

a. Remove existing flooring and polish concrete floors

b. Replace all windows

c. Replace hot water heater

3. 1175 North Fork Bunkhouse

a. Remove existing flooring and polish concrete floors

b. Replace all windows

c. Spot repair soffits and drip edge as needed

4. 1179 South Fork Bunkhouse

a. Remove existing flooring and polish concrete floors

b. Replace all windows

c. Replace all window blinds

d. Spot repair soffits and drip edge as needed

5. 1399 Detached Garage

a. Replace garage door

b. Replace electric door opener

6. 1643 Storage Building

a. Paint all exterior walls and trim

b. Paint exterior door

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

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

1.2 PROJECT LOCATION

A. The project is located in the Idaho City Ranger District of the Boise National Forest, Boise County, Idaho, in Section 26, T6N, R5E Boise Meridian. It is located approximately 40 miles North of Boise, Idaho. The project may be accessed from State Highway 21 and Montgomery Street.

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. Construction site is within an administrative site that closed to the public during construction. The site will be occupied by admin staff throughout the project. The Contractor will be responsible for signing and limiting access at each building where work is occurring.

2. The bunkhouses are usually occupied from mid-April thru the end of October. The houses are typically occupied year-round. Contractor shall provide written notice a minimum of 2 weeks before work at each building is started.

3. Once construction has started within a single building that building shall be worked continuously until work is completed so as to minimize time occupants are moved to alternate facilities.

4. Contractor will provide all materials and labor necessary to protect streams, wet or dry, during construction activities. The Contractor will be required to submit a stream protection plan and receive approval from the COR, in writing, prior to the beginning of construction.

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

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

7. Toilet facilities are available at the site.

1.4 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 COR and Idaho Department of Transportation. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

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

1.5 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.

1.6 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.

1.7 ANTICIPATED START DATE

A. 9/15/2025

1.8 PERIOD OF PERFORMANCE

A. Base Bid: 17 MONTHS

1.9 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.

SECTION 011250 - MEASUREMENT AND PAYMENT

SECTION 011400 - WORK RESTRICTIONS

SECTION 011900 - MOBILIZATION

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014100 - QUALITY CONTROL

SECTION 015100 - TEMPORARY TRAFFIC CONTROL

SECTION 017320 - SELECTIVE DEMOLITION

SECTION 024100 - WASTE MATERIAL DISPOSAL

SECTION 024113 - SELECTIVE SITE DEMOLITION

SECTION 024130 - LEAD ABATEMENT

SECTION 024134 - LEAD WASTE PRACTICES AND DISPOSAL

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 033540 - CONCRETE SIDEWALK

SECTION 061000 - ROUGH CARPENTRY

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

SECTION 064116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL

CABINETS

SECTION 072100 - THERMAL INSULATION

SECTION 081416 - FLUSH WOOD DOORS

SECTION 083613 - SECTIONAL DOORS

SECTION 085313 - VINYL WINDOWS

SECTION 087100 - DOOR HARDWARE

SECTION 090190 - MAINTENANCE REPAINTING

SECTION 092900 - GYPSUM BOARD

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

SECTION 096519 - RESILIENT TILE FLOORING

SECTION 099001 - COLORS

SECTION 099113 - EXTERIOR PAINTING

SECTION 099123 - INTERIOR PAINTING

SECTION 102116 - SHOWER SURROUNDS

SECTION 102800 - TOILET AND BATH ACCESSORIES

SECTION 113100 - RESIDENTIAL APPLIANCES

SECTION 220500 - COMMON WORK RESULTS FOR PLUMBING

SECTION 220501 - INTERIOR PEX PIPING

SECTION 221316 - SANITARY WASTE AND VENT PIPING

SECTION 224100 - RESIDENTIAL PLUMBING FIXTURES

SECTION 224213.13 - WATER CLOSETS

SECTION 224216.13 - COMMERCIAL LAVATORIES

SECTION 231126 - FACILITY LIQUEFIED-PETROLEUM GAS PIPING

SECTION 235416.13 - GAS-FIRED FURNACES

SECTION 236313 - AIR-COOLED REFRIGERANT CONDENSERS

SECTION 238126.13 - MINI SPLIT-SYSTEM HEAT PUMPS

SECTION 260000 - COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 260533.13 - CONDUITS FOR ELECTRICAL SYSTEMS

SECTION 260923 - LIGHTING CONTROL DEVICES

SECTION 262726 - WIRING DEVICES

SECTION 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 312000 - EARTHWORK

SECTION 312010 - SELECT BORROW

SECTION 312100 - PROJECT SITE PREPARATION AND GRADING

SECTION 312113 - RADON MITIGATION

SECTION 321204 - CRUSHED AGGREGATE BASE OR SURFACE COURSE

END OF SECTION C

March 2026

MEASUREMENT AND PAYMENT 011250-1

USDA FOREST SERVICE, R4

GAOA Critical Housing Deferred Maintenance Idaho City Work Center

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

WORK RESTRICTIONS 011400-1

GAOA Critical Housing Deferred Maintenance Idaho City Work Center

SECTION 011400 - WORK RESTRICTIONS

PART 1 - GENERAL

1.1 USE OF PREMISES

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

1. Limits: Confine constructions operations to the buildings within the contract. Work to be completed between 7am and 7pm.

2. Government Occupancy: Allow for Government occupancy of the Idaho City Work Center.

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

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

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

B. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations.

Protect building and its occupants during construction period.

1.2 OCCUPANCY REQUIREMENTS

A. Full Government Occupancy: Government will occupy work center during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government operations. Contractor shall give 14 day notice before starting work at each building to give residents adequate time to prepare.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011400

MOBILIZATION 011900-1

GAOA Critical Housing Deferred Maintenance Idaho City Work Center

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

PROJECT MANAGEMENT AND COORDINATION 013100-1

GAOA Critical Housing Deferred Maintenance Idaho City Work Center

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Coordination drawings.

3. Conservation.

4. Administrative and supervisory personnel.

5. Conferences and meetings.

6. Cleaning and protection.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work. Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.

1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part.

2. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.

3. Accommodate items scheduled for later installation.

B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, reports and meeting minutes as part of the memoranda.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work. Administrative procedures include but are not limited to the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project closeout activities.

1.3 COORDINATION DRAWINGS

PROJECT MANAGEMENT AND COORDINATION 013100-2

A. Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities, and prepare coordination drawings where limited space availability necessitates maximum utilization of the space for efficient installation of different components.

1. Show the relationship of components shown on separate shop drawings.

2. Indicate required installation sequences.

3. Provide vertical and horizontal dimensions necessary to locate each component and avoid conflicts within the space.

4. Comply with requirement specified in Division 1 Section "Submittal Procedures."

B. Refer to Division 23 and Division 26 for specific coordination drawing requirements for mechanical and electrical installations.

1.4 CONSERVATION

A. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated in the Work

1.5 CONFERENCES AND MEETINGS

A. Preconstruction Conference: The Contracting Officer shall schedule a preconstruction conference before starting construction at a time and place convenient to the Contractor.

Conference shall review responsibilities and personnel assignments.

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. Contracting Officer.

b. Contracting Officer’s Representative

c. Contractor.

d. Major subcontractors.

e. Other concerned parties.

2. Agenda: Subjects for discussion shall include items of significance that could effect progress, including but not limited to the following:

a. Tentative construction schedule.

b. Critical work sequencing.

c. Designation of responsible personnel.

d. Procedures for processing field decisions and Change Orders.

e. Procedures for processing Applications for Payment.

f. Distribution of Contract Documents.

g. Submittal of Shop Drawings, Product Data, and Samples.

h. Preparation of Record Documents.

i. Use of the premises.

PROJECT MANAGEMENT AND COORDINATION 013100-3

j. Parking availability.

k. Office, work, and storage areas.

l. Equipment deliveries and priorities.

m. Safety procedures.

n. First aid.

o. Security.

p. Housekeeping and progress cleaning.

q. Working hours.

3. Reporting: No later than five (5) calendar days after the conference, the Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer.

1.6 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 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

1. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

2. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

B. Construction in Progress: Keep construction in progress, and adjoining materials in place, clean during handling and installation. Apply protective coverings where required for protection from damage or deterioration.

C. Completed Construction: Clean completed construction, and provide maintenance, as frequently as necessary to prevent damage or soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components as necessary to assure operability without damage.

D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period. Such conditions include but are not limited to the following:

1. Excessive static or dynamic loading.

PROJECT MANAGEMENT AND COORDINATION 013100-4

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Pollution and air contamination.

7. Water or ice.

8. Chemicals and solvents.

9. Light.

10. Radiation.

11. Puncture.

12. Abrasion.

13. Heavy traffic.

14. Soiling, staining, and corrosion.

15. Bacteria.

16. Rodent and inset infestation.

17. Combustion.

18. Electrical current.

19. High-speed operation.

20. Improper lubrication.

21. Unusual wear or other misuse.

22. Contact between incompatible materials.

23. Destructive testing.

24. Misalignment.

25. Excessive weathering.

26. Unprotected storage.

27. Improper shipping or handling.

28. Theft or vandalism.

END OF SECTION 013100

FEDRUARY 2022

SUBMITTAL PROCEDURES 013300-1

GAOA Critical Housing Deferred Maintenance Idaho City Work Center

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. 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 Subsection Required Submittal

C General Specifications 1.3, 1.4 Stream Protection Plan, Traffic Control Plan

013300 Submittal Procedures 2.1D Construction Schedule 014100

Quality Control

1.3 Contractor quality control plan, Permits, Licenses and Certificates, Test and Inspection Reports, As-

Built drawings 017320 Selective Demo 1.4 Schedule of Selective Demo

Activities 033000

Cast-in-Place Concrete

1.3 Product Data, Design Mix, Shop

Drawings, Field quality control test reports

061000 Rough Carpentry 1.3.A Product Data 064116 Plastic-Laminate Faced

Architectural Cabinets

1.2 Product Data, Shop Drawings, Samples 072100 Thermal Insulation 1.2 Product Data

081416 Flush Wood Doors 1.2 Product Data, Shop Drawings 083613 Sectional Doors 1.2 Product Data, Shop Drawings 085313 Vinyl Windows 1.3 Product Data, Shop Drawings, Warranty 087110 Door Hardware 1.2 Product Data, Hardware Schedule, Keying Schedule 090190 Maintenance Painting 1.4 Product Data 092900 Gypsum board 1.2.A Product Data 096530 Resilient Wall Base and

Accessories 1.2A Product Data

096519 Resilient Tile Flooring 1.2 Product Data, Samples, Maintenance Data

099113 Exterior Painting 1.3 Product Data 099120 Interior Painting 1.2 Product Data, Samples 102116 Shower Surrounds 1.2 Product Data 102800 Toilet and Bath Accessories 1.2 Product Data, Maintenance Data 113100 Residential Appliances 1.2, 1.3 Product Data, Operation and

Maintenance Data, Final Warranty

220500 Common Work Results for Plumbing

1.3A Welding Certificates

220501 Interior PEX Piping 1.3 Product Data 221316 Sanitary Waste and Vent Piping 1.3 Product Data

SUBMITTAL PROCEDURES 013300-6

Spec.

Section Section Title Subsection Required Submittal

224100 Residential Plumbing Fixtures 1.3 Product Data, Maintenance Data 224213 Water Closets 1.3 Product Data 224216

Commercial Lavatories

1.2 Product Data, Operations and

Maintenance Data, Extra Materials

231126

Facility Liquified Petroleum Gas Piping

1.4 Product Data, Shop Drawing, Concrete Footers, Pipe Sizing

Calculations, Field Quality Control Reports, Operation and

Maintenance Data 260000 Common Work Results for

Electrical

1.5 Product Data, Operation and

Maintenance Data 260923 Lighting Control Devices 1.2 Product Data, Operations and

Maintenance Manual 262726 Wiring Devices 1.2 Product Data

262816 Enclosed Switched and Circuit Breakers

1.3 Product Data

312000 Earthwork 1.3 Aggregate and Backfill Sources, Certified Sieve Analysis

312113 Radon Mitigation 1.4 Product Data 321204 Crushed Aggregate Base or

Surface Course

1.2 Aggregate Source

END OF SECTION 013300

QUALITY CONTROL 014100-1

GAOA Critical Housing Deferred Maintenance Idaho City Work Center

SECTION 014100 - QUALITY CONTROL

PART 1 - GENERAL

1.1 This work shall consist of providing quality control in conformance with the inspection, testing, and product certification requirements of this contract to ensure compliance with the drawings and specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of the contract.

1.2 QUALITY CONTROL

A. The Contractor shall provide and maintain a quality control system that will ensure all services, supplies, and construction work required under this contract conforms to the contract requirements. The Contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all services, supplies, and construction conform to the contract requirements.

B. Special Tests and Inspections: Contractor will engage a testing agency to conduct required special tests and inspections. The Contractor shall authorize the testing agency to perform the required testing and inspections on the work completed. The authority shall include:

1. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

2. Testing agency will re-test and re-inspect corrected work.

C. Retesting/Reinspecting: Contractor shall provide quality-control services for retesting and reinspection for replaced construction work or for work that failed to comply with the requirements under the contract.

1.3 SUBMITTALS

A. Contractor Quality Control Plan

B. Permits, Licenses, and Certificates

C. Test and Inspection Reports

D. As-Built Drawings

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)

QUALITY CONTROL 014100-2

PART 3 - EXECUTION

3.1 QUALITY CONTROL SYSTEM

A. General: Perform required testing, inspections, sampling, and similar services per direction specified in the contract drawings and specifications and in accordance with established industry standards.

3.2 CONTRACTOR QUALITY CONTROL PLAN

A. At the time of the preconstruction conference, the Contractor shall submit for approval a written Contractor Quality Control Plan.

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

2. The Government reserves the right to require changes in the plan during the contract period as necessary.

3. No change in the approved plan may be made without written concurrence by the Contracting Officer.

4. At a minimum, the plan shall include the following:

a. A list of personnel responsible for quality control and assigned duties.

Include each person's qualifications.

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

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

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

e. Methods of monitoring and controlling environmental pollution and contamination as required by all applicable regulations and laws.

3.3 TEST AND INSPECTION REPORTS

A. Submit three copies of complete test results no later than three calendar days after the test was performed.

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

C. Testing and Inspection Reports shall include the following:

1. Date of issue.

2. Project title and number.

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

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

5. Names of individuals performing tests and inspections.

6. Reference Specification Section(s).

7. Complete test or inspection data.

QUALITY CONTROL 014100-3

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

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

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

11. Name and signature of laboratory inspector.

12. Recommendations on retesting and reinspecting.

3.4 PERMITS, LICENSES, AND CERTIFICATES

A. For Contracting Officer’s records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations relevant to the on performance of the work.

3.5 AS-BUILT DRAWINGS

A. The Contractor shall maintain a set of the contract drawings depicting as-built conditions.

These drawings shall be maintained in a current condition and shall be available for review. All variations from the original contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, as-built drawings shall be submitted to the Contracting Officer.

3.6 SAMPLING, TESTING, AND CERTIFICATION REQUIREMENTS

A. Sampling, testing, and Certification requirements and frequency for specific items shall be as specified in the drawings and specification. The following table is a summary of the required sampling, testing, and certification for the project - the table is to assist the Contractor, but may not be all inclusive – additional submittals may be required by specific specification section:

TABLE 014100-1

Item

Subsection Certification or Test Required

Frequency 033000 2.12 Mixing and Delivery Each Truck 033000 3.13 Concrete – Slump, Air, Temperature 1 composite per truck load delivered 033000 3.13 Concrete - Compression Test

Specimens at 7 days and 28 days (see spec)

231126 3.6 LPG Pipe Test, Inspect, & Purge See Spec.

312000 3.13C Compaction Test – at Pipe Zone One per 600 Feet of

Trench 312000 3.13C Compaction Test – at Pipe Zone One test – at each road crossing 312000 3.13D Compaction Test – above Pipe

Zone One per 600 Feet of

Trench 312000 3.13D Compaction Test – above Pipe

Zone One test every other lift – at each road crossing

QUALITY CONTROL 014100-4

TABLE 014100-1

Item

Subsection Certification or Test Required

Frequency 312000 3.13I Tracer Wire Conductivity Test Until Passing 312000 3.16A Compaction Test – Backfill/Fills One per Tank, Utility Building or Utility Box

312000 3.18A Compaction Test - Subsurface Drainage Material

One per Tank

312000 3.18B Compaction Test – Drainage Backfill

One per Tank

312000 3.19D Compaction Test – Backfill/Fills under Buildings

One test every 600 S.F. area per lift, minimum of one test per building

312000 3.19D Compaction Test – Exterior Concrete Slabs

1 per slab

312000 3.19D Compaction Test – Backfill/Fills and Subgrade under Buildings and

Driveways

One test every 150

sq. yd. area per lift and at Subgrade 312000 3.19D Compaction Test – Backfill/Fills

Foundation Walls One test for each 100 feet of wall length

END OF SECTION 014100

TEMPORARY TRAFFIC CONTROL 015100-1

GAOA Critical Housing Deferred Maintenance Idaho City Work Center

SECTION 015100 - TEMPORARY TRAFFIC CONTROL

PART 1 - GENERAL

1.1 SUMMARY

A. This work consists of furnishing, maintaining, relocating, and removing temporary traffic control and safety devices and services for the control and protection of public traffic near the project site. Prior to beginning construction the Contractor shall submit a traffic control and safety plan to the Contracting Officer for review and approval. As a minimum the traffic control and safety plan shall address signing in and near the project site and at all road and highway junctions that will be used as access to the project site, material sources, water sources and disposal sites as well as any other areas where the Contractor will be performing work under this contract.

1.2 MEASUREMENT AND PAYMENT

A. No separate measurement or payment will be made for work specified in this section. All work will be included in other items listed in the Schedule of Items.

PART 2 - PRODUCTS

2.1 TRAFFIC CONTROL

A. Traffic control and safety device (barricades, cones, tubular markers, vertical panels, drums, portable barriers and so forth) designs and configurations shall conform to the MUTCD. When interpreting the requirements in the applicable MUTCD sections, replace the word should with the word shall.

PART 3 - EXECUTION

3.1 GENERAL

A. All signs shall be constructed to comply with the requirements of MUTCD for the construction operations. Install and maintain temporary traffic control and safety devices adjacent to and within the project as shown on the approved traffic control and safety plan and MUTCD. Install and maintain traffic control and safety devices as follows:

1. Furnish and install traffic control and safety devices before the start of construction operations.

2. Install only those traffic control and safety devices needed for each stage or phase.

3. Relocate temporary traffic control devices as necessary.

4. Immediately replace any device that is lost, stolen, destroyed, or inoperative.

5. Keep temporary traffic control and safety devices clean.

TEMPORARY TRAFFIC CONTROL 015100-2

6. Remove all temporary traffic control devices upon contract completion or when approved.

B. Barricades

1. Perform the work described under MUTCD Part VI. Use type III or IV reflective sheeting. Use wood, metal, or plastic barricades. When type II barricades are used, use barricades that collapse when tipped over.

C. Construction Signs

1. Use type III or IV reflective sheeting. Use wood, metal, fiberglass, or other approved posts.

END OF SECTION 015100

SELECTIVE DEMOLITION 017320-1

GAOA Critical Housing Deferred Maintenance Idaho City Work Center

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 Idaho 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.

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

SELECTIVE DEMOLITION 017320-2

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…