Attachment_1_-_Montana_Vault_Toilets_Statement_of_Work.pdf

Technical Specifications for

2024 MONTANA VAULT TOILETS

BUREAU OF LAND MANAGEMENT

HAVRE FIELD OFFICE-NCMD DISTRICT

3990 Highway 2 West Havre, Montana

MAY 2024

TABLE OF CONTENTS

STATEMENT OF WORK (SOW).............................................................................Page 1

1.0 GENERAL REQUIREMENTS............................................................................Page 1

2.0 SUBMITTALS…………………………………………………………………..Page 2

3.0 MEASUREMENT AND PAYMENT…………………………………………..Page 3

PRECAST CONCRETE VAULT TOILET...........................Section MT-034000 (P. 4-10)

SECTION MT-034000-

CONCRETE VAULT TOILET

2024 MONTANA VAULT TOILETS

2024 MONTANA VAULT TOILET

STATEMENT OF WORK (SOW)

PROJECT: The Bureau of Land Management (BLM) Havre Field Office located in Havre, MT has a need for the placement of 3 new right handed vault toilets. One at Sullivan Bridge, one at BlackJack Butte and one at Sundance Recreation Areas, as shown on the construction drawings.

Sullivan Bridge Rec Site is accessible by county road and is located about 12 miles southeast of Cut Bank, Montana on the Sullivan Bridge Road T32N, R5W section 35, SW/4,NW/4,SW/4 (48.48738, -112.22769). Color Sand Biege exterior.

Black Jack Butte Rec Site is accessible by Black Jack Road and is located about 8 miles east of Whitlash, Montana. T36N R5E S6, N/2, SE ¼, NE ¼ (48.909820,- 111.123707). Color Sand Biege exterior.

Sundance parking area is located approximately 3 miles outside of Laurel, Montana. The road providing access to the parking area is Thiel Road, and the parking area is located near where Thiel Road crosses the Clarks Fork of the Yellowstone River. T2S, R24E S24, SW/4,NW/4 (45.64899, -108.719425). Color Java Brown exterior.

It is the Government’s intention to purchase three new concrete, single vault toilets.

The Contractor shall be responsible for placing the vault toilets at the sites which will be prepared by the Government. Work includes all materials, labor, and equipment needed to provide all work described in this Statement of Work, specifications, and the construction drawings. The parking areas are owned by the

BLM.

A site visit is recommended for the manufacturer and Contractor to understand the existing site conditions. No monies will be added to the contract due to issues that arise from the Contractor’s lack of understanding of the existing site conditions.

The Contactor must work with the Government to establish a construction schedule to assure a smooth placement of the new vault toilets per Section MT–034000– Precast Concrete Vault Toilet specifications.

GENERAL REQUIREMENTS

1.1 Contractor shall clean, drain, and dry all equipment before bringing it on site.

Contractor shall ensure that all equipment is clean and free of weed seeds, loose oils, grease, or other contaminants, and will be responsible for any environmental contamination cleanup related to equipment used on site.

1.2 All work shall be inspected by the government to ensure compliance with the product manufacturers installation instructions, recommendations, and to industry codes and standards.

CONCRETE VAULT TOILET

2024 MONTANA VAULT TOILETS

1.3 Contractor shall work normal hours (6:30am to 5:30pm), Monday through Friday, unless otherwise specified by the Contracting Officer. Contractor cannot work on Federal holidays.

1.4 Contractor is encouraged to visit the site and determine actual quantities, dimensions, and site conditions prior to quoting. The attached drawings are for informational purposes only.

1.5 Contractor is responsible for complying with Federal Specifications/Standards

(Fed. Spec.), ADA Standards, ACI Standards, and any other standards typical of the industry.

1.6 Contractor is responsible for complying with the International Building Code

(IBC) 2021, if applicable.

1.7 Contractor is responsible for all public and private utility locates. Coordinate with

Montana 811 and any other necessary entities.

1.8 Contractor is responsible for safety and structural adequacy of vault toilet during transportation, picking, and final placement. Contractor to repair or replace any damaged component of the vault toilet at no cost to the Government.

1.9 Contractor shall be responsible for any damage to new or existing construction, equipment, wiring, structures, utilities, etc. resulting from the Contractor’s construction procedures. Any damage shall be repaired or replaced by the Contractor, at the Contractor’s expense, to the satisfaction of the Contracting Officer.

1.10 Minimize clearing and grubbing operations as much as practical to perform the required work.

1.0 SUBMITTALS

1.1 Scope: Submittal shall be based on the requirements listed in these contract sections.

1.2 Requirements: For required submittals, allow at least 3 working days for review.

Submittal shall be delivered to the Contracting Officer’s Representative for review.

1.3 Identification of Submittal: Completely identify each submittal by showing at least the following information:

1.3.1 Name and address of submitter, plus name and telephone number of the individual to contact for further information.

1.3.2 Name of project as it appears in these specifications.

1.3.3 Contract number, drawing number, and specification section number to which the submittal applies.

1.3.4 Whether this is an original submittal or re-submittal.

1.3.5 Each item shall note the manufacturer's name and address.

CONCRETE VAULT TOILET

2024 MONTANA VAULT TOILETS

1.4 The successful offeror will submit the following for approval to the Contracting Officer Representative at the preconstruction meeting:

1.4.1 Engineer Stamped Drawings of the vault toilet.

1.4.1.1 The toilet must meet ADA requirements.

1.4.2 Full plan and schedule for placement of vault toilet.

1.4.3 Manufacturer standard warranty in writing.

1.5 The government shall have 3 days after product submission to approve/disapprove products and product components.

2.0 MEASUREMENT AND PAYMENT

2.1 CLIN 0001 – Vault Toilet

2.1.1 Method of Measurement: Lump Sum

2.1.1.1 Vault Toilet will be paid for on a lump sum basis in accordance with the specifications and drawings.

2.1.2 Basis of Payment: Vault Toilet prices and payment will be full compensation for the work described including furnishing and placing the THREE vault toilet and all materials, including all labor, equipment, tools, and incidentals necessary to complete the work herein. Payment will be made under CLIN 0001.

END OF SECTION

CONCRETE VAULT TOILET

2024 MONTANA VAULT TOILETS

SECTION MT–034000–PRECAST CONCRETE VAULT TOILET

1.0 GENERAL INFORMATION

1.1 SECTION REQUIREMENTS

1.1.1 Submittals: Product Data and Shop Drawings.

1.1.2 Manufacturer Qualifications:

1.1.2.1 ISO 9001 certified.

1.1.2.2 PCI certified.

1.1.2.3 All drawings to be stamped by a professional engineer prior to acceptance.

1.1.2.4 The successful offeror will be responsible for all work including all material, labor, transportation, equipment, supervision, and the performance of all operations to complete the work as required by this Statement of Work (SOW).

1.1.2.5 For all the requirements required by the Bureau of Land Management, see the information contained on each location of the drawings sheets enclosed.. The required information is on the drawings as notes and details. The instructions contained in the notes and details supplement this Statement of Work.

1.2 REFERENCES

ASTM C33 Concrete Aggregates ASTM C39 Method of Test for Compressive Strength of Cylindrical Concrete Specimen ASTM C94 Standard Specification for Ready-Mixed Concrete ASTM C143 Method of Test for Slump of Concrete ASTM C150 Standard Specification for Portland Cement ASTM C172 Standard Practice for Sampling Freshly Mixed Concrete ASTM A185 Standard Specification for Steel Welded Wire Reinforcement, Plain, or Concrete ASTM C192 Method of Making and Curing Test Specimens in the Laboratory ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C309 Standard Specifications for Liquid Membrane-Forming Compounds for Curing Concrete ASTM C494 Standard Specification for Chemical Admixtures for Concrete ASTM A615 Standard Specification for Deformed and Plain Carbon-Steelbars for Concrete Reinforcement

ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete ASTM C979 Standard Specification for Pigments for Integrally Colored Concrete ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 306 Cold Weather Concreting ACI 318 Building Code Requirements Structural Concrete and Commentary (includes Errata) PCI MNL 116 Quality Control for Plants and Production of Precast Prestressed Concrete Product

2.0 PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

2.1.1 Basis of Design: CXT Gunnison or approved equal.

2.1.2 General: Building shall be manufactured using precast concrete, including for the roof. Structure and accompanying foundation shall be suitable to the region and properties associated with its final placement. Design shall meet Architectural Barriers Act Standards, as well as other governing accessibility and building code requirements. Vault buildings shall adhere to the following structural load restrictions:

2.1.3 Structural Requirements

2.1.3.1 Snow Load: 350 psf.

2.1.3.2 Floor Load: 400 psf.

2.1.3.3 Wind Load: Built to withstand the effects of a 150 miles per hour (3-second gust) wind exposure C.

2.1.3.4 Seismic: Built to withstand category E earthquake.

2.1.4 Additional Design Standards

2.1.4.1 Structure shall incorporate all design aspects of Sweet-Smelling

Technology as outlined by Briar Cook for the U.S. Forest Service.

2.1.4.2 Single vault building shall be an all-concrete design with a minimum

3/12 roof pitch.

2.1.4.3 Structure thickness:

2.1.4.3.1 4” wall thickness

2.1.4.3.2 4-1/2” roof thickness

2.1.4.3.3 5” floor thickness

2.1.5 Single vault buildings shall have monolithic floor to prevent panels from migrating in different direction during periods of freeze/thaw stress.

2.1.6 Exterior Concrete Finishes:

2.1.6.1 Roof: Exposed Aggregate

2.1.6.2 Walls: Exposed Aggregate with Barnwood Texture

2.1.6.3 Front Wall Texture: Exposed Aggregate with Barnwood Texture

2.2 MATERIALS

2.2.1 Concrete:

2.2.1.1 Mix design designed to ACI 211.1 for concrete of good workability.

2.2.1.2 Concrete to have a minimum of 675 pounds of cementitious material per yard. Cement shall be a low alkali type I/II or III conforming to ASTM C-150.

2.2.1.3 Coarse aggregates shall conform to ASTM C33 with the designated size of coarse aggregate #67.

2.2.1.4 Maximum water/cement ratio shall not exceed 0.45.

2.2.1.5 Air-entraining admixtures shall conform to ASTM C260. Water reducing admixtures shall conform to ASTM C494, Type A.

2.2.2 Concrete Coloring Additives

2.2.2.1 Coloring additives to conform with ASTM C979.

2.2.2.2 Concrete coloring shall be added to the following, based on the color selection made by the Government:

2.2.2.2.1 Toilet building roof panels: Simulated ceder shake textured roof

2.2.2.2.2 Exterior toilet building walls: Black Jack Butte Site, Sullivan

Bridge Site shall be sand biege or western wheat color. Sundance Site shall be java brown.

2.2.2.2.3 Screen Panels: Match the existing color scheme of the exterior of the individual Vault Toilets

2.2.2.3 Same brand and type of color additive to be used throughout the manufacturing process.

2.2.2.4 All additives shall be precisely weighed with adequate mixing to ensure uniform dispersion of color.

2.2.3 Concrete Placement

2.2.3.1 Cold Weather: Concrete placed in accordance with ACI 306. Concrete shall not be placed if ambient temperature is expected to be below 35°

Fahrenheit during the period unless a minimum temperature of 50° Fahrenheit can be maintained using a supplemental heat source.

2.2.3.2 Hot Weather: Temperature shall not exceed 90° Fahrenheit at the time of placement. If ambient temperature reaches 90° Fahrenheit, concrete shall be protected using a moist covering.

2.2.4 Reinforcing Bars: Conforming to ASTM A 615/A 615M.

2.3 ACCESSORIES AND FINISHES

2.3.1 Dead Bolt

2.3.1.1 Certified ANSI/BHMA A156.5-2001 Grade 1

2.3.1.2 Heavy duty tamp resistant

2.3.1.3 2-3/4” backset

2.3.1.4 U.S. 26D finish

2.3.2 Doors – Steel

2.3.2.1 Doors shall be flush panel type 1-3/4” thick, minimum 16-gauge steel, top painted with DTM ALKYD.

2.3.2.2 Door frames shall be welded or knockdown type, single rabbet, minimum 16-gauge prime coated steel top painted with DTM ALKYD, width to suit wall thickness.

2.3.2.3 Three rubber door silencers shall be provided on latch side of frame.

2.3.3 Hinges:

2.3.3.1 Three per door with dull chrome plating 4-1/2” x 4-1/2” adjustable tension and automatic closing for each door.

2.3.4 Doorstop:

2.3.4.1 Dome style stop meeting ANSI 156.16.

2.3.5 Door Sweep

2.3.5.1 Door sweep shall be provided at bottom of door with adjustable brush.

2.3.6 Double Coat Hook

2.3.6.1 16-gauge, type 304 stainless steel.

2.3.6.2 Formed construction with a satin finish and 3/16”x7/8” nail-in anchor.

2.3.7 Lockset

2.3.7.1 Accepts Best brand lock sets.

2.3.7.2 Meets ANSI A156.2 Series 4000, Grade 1 cylindrical lockset for exterior door.

2.3.7.3 Lever handle, inside and out.

2.3.7.4 Either handle operates latch unless outside handle is locked by inside push-button.

2.3.7.5 U.S. 26D finish.

2.3.8 Paint

2.3.8.1 Paint and materials shall conform to all federal specifications.

2.3.8.2 No more than 0.06% lead by weight.

2.3.8.3 Paint Types:

2.3.8.3.1 Interior

2.3.8.3.1.1 Floors: Chemical resistant urethane, gray in color.

2.3.8.3.1.2 Interior Walls/Ceiling: modified acrylic, water repellent penetrating stain. White in color, followed with clear acrylic anti-graffiti sealer.

2.3.9 Riser

2.3.9.1 Molded from a single piece of HDPE polyethylene.

2.3.10 Riser Vent Stack Screen

2.3.10.1 Provide Raptor Vent Screen or bird proof screen for vent stack.

2.3.11 Signs

2.3.11.1 Exterior Signs: Shall have raised pictograms, letter, and braille. Gender signs as shown on drawings.

2.3.11.2 Interior Sign: “No Trash in Vault” sign to displayed for the toilet.

2.3.11.3 All signs inset a minimum of 4/4” into wall with a 45° bevel.

2.3.11.4 All signs shall be anchored into concrete with ¼”x¾” concrete anchor nails.

2.3.12 Toilet Paper Dispenser

2.3.12.1 Constructed of ¼” thick, type 304 stainless steel.

2.3.12.2 Dispenser to hold a minimum of three rolls of toilet paper.

2.3.12.3 Fastening system to withstand a minimum of 300-pound load from above.

2.3.12.4 Shall be lockable.

2.3.13 Vault Liner

2.3.13.1 1,000-gallon minimum capacity.

2.3.13.2 Minimum thickness of 0.100.

2.3.13.3 Constructed of molded polyethylene.

2.3.14 Wall Vent

2.3.14.1 Vent locations as shown on drawings.

2.3.14.2 Vent cover shall be 14-gauge, or greater, 304 stainless steel painted with

DTM and anchored into the concrete wall or placed in the door, based on preference of the Government.

2.3.14.3 Non-vision louver, 0.1” extruded, aluminum jet coat finish, with insect screen.

2.3.15 Windows

2.3.15.1 Window 3/16” thick translucent pebble finished mar-resistant Lexan.

2.3.15.2 ¾” recess with 45° bevel.

2.3.16 Frames shall have vandal resistant fasteners.

2.3.17 Vent Stack: 12” minimum diameter, projecting at least 3 feet above the peak of the structure.

2.3.18 Grab Bars: Grab bars will be 18-gauge, type 304 stainless steel with 1-1/2” clearance. Grab bars will each be able to withstand 300-pound top loading.

2.3.19 Solar Light Kit: Provide solar light kit.

2.3.20 Room Waste Basket: Provide room waste basket in the interior of the building.

3.0 EXECUTION

3.1 PRECAST UNITS

3.1.1 Fabricate precast concrete units straight and true to size and shape with exposed edges and corners precise and true so each finished panel complies with PCI MNL 117 product tolerances as well as position tolerances for cast-in items.

3.1.2 Panel faces shall be free of joint marks, grain, and other obvious defects.

Corners, including false joints, shall be uniform, straight, and sharp.

3.2 DELIVERY / PREPARATION

3.2.1 Structure to be ready for delivery within 90 days of ordering.

3.2.2 Contractor shall be responsible for safe transportation, offloading, and set-up of structure at project site.

3.2.3 Contractor shall be responsible for placement of the structure at the site where prepared by the government.

3.3 INSTALLATION

3.3.1 Install per manufacturer’s recommendations.

3.3.2 Install precast units level, plumb, square, true, and in alignment.

3.3.3 Connect precast vault units in accordance with manufacturer’s recommendations.

CONCRETE VAULT TOILET

2024 MONTANA VAULT TOILETS

3.3.4 Clean exposed surfaces of precast concrete units after erection and completion of joint treatment to remove markings, dirt, and stains.

4.0 WARRANTY

4.1 CONCRETE

4.1.1 20-year warranty against defects in material or workmanship.

4.2 ACCESSORIES AND FINISHES

4.2.1 1-year warranty against defects in material or workmanship

END OF SECTION