J1AG0398S160018DrawingsSpecs.pdf

FIGURE 1 VICINITY MAP

FIGURE 2 UPPER FLOORPLAN

FIGURE 3 LOWER FLOORPLAN

FIGURE 4 LOWER ELECTRICAL FLOORPLAN

FIGURE 5 UPPER ELECTRICAL FLOORPLAN

FIGURE 6 LOWER PLUMBNG FLOORPLAN

FIGURE 7 UPPER PLUMBING FLOORPLAN

FIGURE 8 EXTERIOR ELEVATIONS

FIGURE 9 WINDOW SCHEDULE

FIGURE 10 ELECTRIC HEATING PLAN

FIGURE 11 LOWER LEVEL KITCHEN

FIGURE 12 LOWER LEVEL BEDROOM AND BATHROOM

Lower Level Bedroom

New Flooring

Insulate and Sheetrock

FIGURE 13 LOWER LEVEL UTILITY AND BATHROOM

Sink to stay in place

Plumbing Closet.

Location of water service.

FIGURE 14 ENTRY WAY

Front Entrance.

Install new exterior door

FIGURE 15 UPPER LEVEL BEDROOMS

Bedrooms 1 and 2.

Closets stay in place

Bedrooms 3 and 4.

Closets stay in place

Install new flooring, insulation and sheetrock interior walls

Install new flooring, insulation and sheetrock

FIGURE 16 UPPER LEVEL REVISED BATHROOM LAYOUT

Install new marmoleum type flooring fl i

FIGURE 17 LOWER LEVEL REVISED BATHROOM-KITCHEN LAYOUT

FIGURE 18 LOWER LEVELKITCHEN LAYOUT

FIGURE 19 LOWER LEVELKITCHEN CABINET SPECS

FIGURE 20 LOWER LEVELKITCHEN CABINET SPECS

FIGURE 21 LOWER LEVELKITCHEN CABINET SPECS

FIGURE 22 LOWER LEVELKITCHEN CABINET SPECS

SECTION 01000

MOBILIZATION

PART I: GENERAL

1.1 SUMMARY

A. Section Includes: Preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies and incidentals to the project site; and for other work and operations which must be performed or costs incurred prior to beginning work on the various items on the project site. This specification does not include moves between project sites.

PART II: PRODUCTS

(There are no applicable requirements.)

PART III: EXECUTION

(There are no applicable requirements.)

PART IV: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Units: Progress payments will be made as follows:

1. When 5% of the original Contract amount is earned from other bid items, 50% of the amount bid for mobilization or 5% of the original Contract amount, whichever is lesser, will be paid.

2. When 10% of the original Contract amount is earned from other bid items, 100% of the amount bid for mobilization or 10% of the original Contract amount, whichever is lesser, will be paid.

3. Upon completion of work for the project, payment of the amount bid for mobilization in excess of 10% of the original Contract amount will be paid.

4. The total sum of all payments shall not exceed the original Contract amount bid for mobilization, regardless of the fact that the Contractor may have shut down the work on the project or moved equipment away from the project and then back again.

4.2 BASIS OF PAYMENT:

Payment: No direct payment for moves between project sites will be made. The Contractor shall include consideration for moves between project sites in the bid price for other items of the Contract. Prices and payment will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit

(01000) Mobilization. . . . . . . . . . . . . . . . . Lump Sum

END OF SECTION

SECTION 01025

MEASUREMENT AND PAYMENT

PART I - GENERAL

1.1 Measurement and Payment - 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 and materials will be considered as included in the payment for items shown.

When more than one class, size, or thickness is specified in the SCHEDULE OF ITEMS for any pay item, suffixes will be added to the item number to differentiate between items to be bid.

1.2 Determination of Quantities - The following methods of measurement are used to determine contract quantities for payment.

For individual construction items, longitudinal and lateral measurements for area computations will be made horizontally or corrected to horizontal measurement unless otherwise specified.

Measurements for seeding, mulching, geotextiles, netting, erosion control blankets, and sodding will be along slope lines.

Structures will be measured according to neat lines SHOWN ON THE DRAWINGS or as altered by the COR in writing to fit field conditions.

For standard manufactured items, such as fence, wire, plates, rolled shapes, pipe conduits, etc., identified by gauge, weight, section dimensions, etc., such identification shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances will be accepted.

1.3 Units of Measurement - Payment will be by units defined and determined according to U.S.

Standard measure as follows:

A. Acre – Make longitudinal and transverse measurements for area computations horizontally.

B. Cubic Yard - A measurement computed by one of the following methods:

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

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

3. 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.

C. Cubic Yard Mile - A combination of linear and volumetric measurement meaning the movement of a cubic yard of material 1 mile.

D. Each - One complete unit, which may consist of one or more parts.

E. Gallon – The quantity may be measured by any of the following methods:

1. Measured volume container.

2. Metered volume. Use an approved metering system

3. Commercially packaged volumes.

F. Hour – Measurement will be for the actual number of hours ordered and performed by the Contractor.

G. Linear Foot – Measure from end to end, parallel to the base or foundation being measured, or horizontal.

H. MFBM - One thousand board feet measure based on nominal widths, thickness, and extreme usable length of each piece of lumber or timber actually incorporated in the job.

I. Mile – Measure horizontal along the centerline of each roadway, approach road, or ramp.

J. Pound – If sacked or packaged material is furnished, the net weight as packed by the manufacturer may be used.

K. Square Foot - Measure on a plane parallel to the surface being measured or horizontal.

L. Square Yard – Measure on a plane parallel to the surface being measured or horizontal.

M. Station - One hundred linear feet measured horizontally.

N. Station Yard - A combination of linear and volumetric measurement meaning the movement of a cubic yard of material one station.

O. Thousand Gallons Mile - A combination of linear and volumetric measurement meaning the movement of 1,000 gallons of material 1 mile.

P. Ton - Short ton consisting of 2,000 pounds.

Q. Ton Mile - A combination of linear and weight measurement meaning the movement of

1 ton of material 1 mile.

1.4 Methods of Measurement - One of the following methods of measurement for determining final payment is DESIGNATED on the SCHEDULE OF ITEMS for each pay item:

A. Contract Quantities (CQ) AND Design Quantities (DQ) - These quantities denote the final number of 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:

1. As a result of changes in the work authorized by the Contracting Officer.

2. As a result of the Contracting Officer determining that errors exist in the original design data used to determine designed quantities that cause a pay item to change by more than 15 percent.

3. As a result of the Contractor submitting to the Contracting Officer a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by more than 15%. 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.

B. Staked Quantities (SQ) - These quantities are determined from staked measurements prior to construction.

C. Actual Quantities (AQ) - These quantities are determined from measurements of completed work.

D. Vehicle Quantities (VQ) - These quantities are measured or weighed in hauling vehicles.

E. 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 will not be measured.

PART II - PRODUCTS (Not Applicable)

PART III - EXECUTION (Not Applicable)

SECTION 01400

QUALITY CONTROL AND QUANTITY MEASUREMENT

1.1 Scope - This work shall consist of providing quality control in conformance with the Inspection of Construction provisions of this contract to ensure compliance with the drawings, specifications, and provisions of the contract, and measuring the quantities of completed work in conformance with the provisions of the applicable specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of this specification.

1.2 Measurement and Payment - No separate payment will be made for the work included under this section. Payment for this work is considered incidental to other items of work.

PART II - PRODUCTS (Not Applicable)

PART III – EXECUTION (Not Applicable)

SECTION 07000

BUILDING MAINTENANCE

1.1 Scope of Contract.

Furnish all labor, materials, and equipment required to renovate a bunkhouse to include but not limited to demolition, plumbing and electrical, insulation, sheet rocking, flooring and minor rebuilding of 3 rooms, and related work as indicated. Submit all instructions, warranties, specifications, and color samples to the Contraction Officer (C.O.) for approval.

1.2 Section Requirements

A. Items indicated to be removed during demolition shall become property of the contractor for disposal.

B. Comply with code regulations and hauling and disposal regulations of authorities having jurisdiction.

PART II - PRODUCTS

2.1 Materials

A. Electrical

a. All electrical material used shall be compliant to local and state code.

b. Base Board Heaters shall be 240 Volt Cadet Heater or approved equal.

c. Lighting fixtures shall include light fixtures, outlets/GFI and covers, light switches covers, ceiling fans and all other appurtenances to complete the electrical renovation.

d. New electrical panel as specified by code and or as needed to satisfy the load needed

e. New hard wired smoke detectors with battery backup. Fire X or approved equal.

B. Plumbing

a. All piping and materials shall comply with local and state building codes

b. Water Closets- American Standard Cadet 3 FloWise 2-piece 1.28 GPF High

Efficiency Elongated Toilet in White or approved equal.

c. 1 Hot Water Heater- Westinghouse 115 Gal. Lifetime 4500-Watt Electric Water

Heater (240 volt) or approved equal. Or 2- 80 gal tanks.

d. Urinal- American Standard, Allbrook FloWise Universal 0.5 GPF Urinal in White or approved equal.

e. Upper Bathroom Showers (2)- Sterling 36” Tile Shower Unit Model 72100100 or approved equal

f. Upper Bathroom Lavs- Glacier Bay 20” Oval Top Lavatory or approved equal.

g. Bathroom Mirrors- Gazzette or Equal.32”W x 24”H

h. Toilet Partitions: Submit colors choices to CO. Hardware – Stainless Steel

i. All plumbing appurtenances to ensure a complete plumbing remodel and ensure a functional facility.

C. Insulation

a. Owens Corning R19 bat insulation for exterior walls. R13 for interior walls and R49 in the ceiling or approved equal.

D. Sheetrock

a. 5/8” on the ceiling and ½” on all walls

b. Two coats of off white paint on all sheetrock

E. Flooring

a. The floor of the building shall be with an 18”x18” vinyl tile flooring by Armstrong in the lower floor and Stain Master Residential Vinyl Plank on the upper floor and marmoleum type flooring in the bathroom in kitchen or approved equal.

b. 4” vinyl wall base with toe- 700 Series 4 in. x 120 ft. x 1/8 in. Thermoplastic Rubber Wall Cove Base Coil or approved equal.

F. Windows

a. Windows shall be Alside UltraMaxx Low E2 Vinyl Windows or approved equal.

b. Include screens for all windows

G. Basement Ceiling Panels

a. Armstrong Oasis HomeStyle 16-Pack White Smooth 15/16” Drop Acoustic Panel Ceiling Tiles (Common: 24-in x 24-in) or approved equal.

H. 12 Interior Doors

a. Interior Doors shall be 30 in. x 80 in. Smooth 2-Panel Square Hollow Core Primed Composite Single Prehung Interior Door or approved equal. All doors openings shall be measured and verified by the contractor prior to ordering. All doors shall have accessible hardware.

I. 3 exterior Doors

a. Masonite 9 Lite Painted Steel Entry Doors with all accessories, and accessible hardware or approved equal

J. Lower Level Kitchen Cabinets

a. See Figures 17-22

2.2 Submittals

A. Submit all items in Part II of Section 07000 before ordering.

B. Contractor will verify all building measurement prior to ordering and submitting material.

PART III - EXECUTION

3.1 Execution of the Work

Before ordering materials or starting work, verify governing dimensions at buildings: examine, clean and repair, replace if necessary, any adjoining work on which this work is in any way dependent for its proper installation.

Submit warranty, specifications, and installation instructions to C.O. prior to construction. The Contractor is required to provide any additional materials or appurtenances in order to properly install and finish all items. All costs for completing any item shall be included in bid items in the schedule.

Install all items in according to manufacturer’s instructions, Latest Version of the International Building Code, and according to industry standard. All items shall be neat, and straight. A professional installation is required.

Irregular surfaces, as is typical of older structures, will be encountered. The Contractor will be required to compensate for those irregularities so the finished work is both structurally sound and conforming to the standards of the industry.

1. Demolition

a. The building is partially demolished but will require more demolition to include but not limited to:

1. The ceiling sheetrock in the upper floor

2. Bathroom, utility room, kitchen and storage room sheetrock in the lower level bathroom

3. Sheetrock and insulation on the outside wall in the lower level will require demolition.

4. The closets/cabinets in upper floor bedrooms shall stay in place.

5. Demo old furnace flue and repair the roof.

2. Electrical Renovation

a. To be done by a Montana Licensed electrician. The electrical layout is shown on the original plans (Figure 4, 5 and 10).

1. Remove and dispose existing wiring, all fixtures throughout the building and panels.

2. Furnish and install panel as required by code and or electrician.

3. Rewire entire building as shown on original plans and new layout for lower floor bathroom and kitchen

4. Furnish and install Base Board Heater as shown on original plans. Figure 10.

5. Furnish and install all new fixtures to include but not limited to bathroom fans, light fixtures, light switches and outlets.

3. Plumbing Renovation

a. To be completed by a Montana Licensed plumber. The plumbing layout is shown on the original plans (Figures 6 and 7).

1. Remove and dispose of all plumbing material and fixtures throughout the building.

2. Re-plumb the building as shown on the original plans and the new lower and upper level bathrooms and kitchen plans attached.

3. All accessories for a functional facility to include but not limited to toilet compartments, toilet paper holder, shower hooks and mirrors for both upper and lower bathrooms are to be included in this Bid Item.

4. Interior Renovation

a. Miscellaneous Framing/Carpentry repair will be required to include but not limited to stud replacement, new framing in lower level bedroom (Fur the exterior concrete wall), bathroom and kitchen as well as new upper level bathroom layout.

b. Miscellaneous framing will be required for the new Arsenic Removal System based on the consultant’s recommendations. See number 7 in this section.

c. Sheetrock Upper Floor-Furnish and install 5/8” sheetrock on the ceiling and ½” on all walls. Tape texture and paint (2 coat). Green Board will be required in all wet areas.

Lower Floor- Furnish and install ½” on all walls. Tape texture and paint. Green Board will be required in all wet areas. Fir out the lower floor exterior concrete, insulate and sheetrock.

d. Insulation-Place a minimum R-13 bat insulation in the interior walls, R-19 in exterior walls and R-49 in the ceiling. Insulation R value shall meet all codes.

e. Interior Doors- Furnish and install 12 interior doors as shown on original plans.

f. Lower Floor Ceiling- Furnish and install Armstrong Oasis HomeStyle 16-Pack White

Smooth 15/16” Drop Acoustic Panel Ceiling Tiles (Common: 24” x 24”) or approved equal.

g. Lower Floor Bathroom and Kitchen Rebuild- The bathroom is to be handicapped accessible facility as shown on attached revised floorplan.

1. Architectural Barrier Act (ABA) requirements for the Basement bathroom, sleeping room and kitchen

• The three rooms stated above will need to meet all of the requirements stated in the latest ABA standards.

• Contractor will be responsible for designing, laying out bathroom plan and verifying existing dimensions. Bathroom shall consist of a Shower, toilet and sink along with all required accessories and Contractor shall submit a plan for review and approval by the contracting officer.

• Attached figures shows some of the ABA requirements for bathrooms as a guide, however contractor is responsible for meeting all dimensional requirements for all items.

• Kitchen shall have accessible fixtures.

2. Additional requirements in basement bathroom and kitchen:

• Blocking shall be installed at all locations to support cabinets, grab bars, etc., throughout.

• Refer to Figure 17 for approximate layout of cabinets. Also see attached specification.

• Contractor responsible for verifying all dimensions and adjusting as necessary. Fir out exterior wall on window wall side and install extension jambs on the window.

• Floor shall be leveled in the kitchen area and have a smooth transition into the open room that meets ABA standards.

• New marmoleum type flooring shall be installed in the both the kitchen and bathroom.

Full range of colors shall be submitted to the Contracting Officer for review and approval.

• Tie into new plumbing and provide low drains where required for full drain ability and winter shut-down.

• Corner Base units shall have lazy susans.

• All upper cabinets shall be 30” tall with the exception of the one over the stove which will be 12”. Provide cabinet mounted microwave with venting hood. Connect to existing vent.

3. Lower Level Kitchen Cabinet Installation

Before installation, condition cabinets to average prevailing humidity conditions in installation areas. See Figures 19-22.

INSTALLATION

• Grade: Install cabinets to comply with same grade as item to be installed.

• Install cabinet’s level, plumb, true, and straight. Shim as required with concealed shims.

Install level and plumb to a tolerance of 1/8 inch in 96 inches.

• Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

• Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork.

• Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated.

• Install cabinets with no more than 1/8 inch in 96-inch sag, bow, or other variation from a straight line.

• Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches O.C. with No. 10 wafer-head screws sized for not less than 1-1/2-inch penetration into wood framing, blocking, or hanging strips.

h. Revise upper bathroom layout as seen on Fig. 16.

1. Install all material as specified by the manufacturer.

5. Flooring

a. Prepare and repair floor as needed so new flooring can be installed.

b. Vinyl wall base, 4 in with toe

c. 18in x 18in peel and stick vinyl tile in lower floor

d. Vinyl Plank Flooring to be installed on upper floor except in wet areas.

e. Marmoleum type flooring in bathrooms and kitchen

f. Rubber stair treads for all steps/stairs

g. Install all flooring to manufactures specifications and installation recommendations

6. Window-Exterior Door Replacement

a. Remove existing windows

b. Windows shall be installed to the manufactures specifications; all windows shall have metal trim on the exterior and white painted wood trim in the interior, to match existing.

The basement window may require replacement of the wood framing, ensure a weather tight seal between the concrete foundation and the new framing.

c. Remove Existing Doors

d. Exterior Doors shall be installed as the manufacturer specifies. Ensure the doors are equipped with accessible hardware.

7. Point of Entry Arsenic Removal System

a. An Advant Edge Medallion Series POE Arsenic Removal System or approved equal shall be installed in the building. The contractor shall consult with a qualified contractor to ensure that there will be space and utilities (plumbing and electrical) to accommodate the system.

3.2 Payment

A. Payment shall be as shown on the schedule of items.