Attachment_1_-_Specification.pdf

MCFO DISPATCH UPGRADES

BUREAU OF LAND MANAGEMENT

111 Garryowen Road

Miles City, Montana 59301

April 2024

MCFO DISPATCH UPGRADES 2024

TABLE OF CONTENTS

TABLE OF CONTENTS

MCFO DISPATCH UPGRADES 2024

SPECIFICATIONS PAGE NO.

011000 SUMMARY ........................................................................................................ 1-4

017113 MOBILIZATION ............................................................................................... 1-1

024119 SELECTIVE DEMOLITION ............................................................................. 1-3

033000 CAST-IN-PLACE CONCRETE ......................................................................... 1-4

083613 OVERHEAD SECTIONAL DOORS ................................................................. 1-3

113013 APPLIANCES .................................................................................................... 1-2

221423 STORM DRAINAGE PIPING SPECIALTIES ................................................. 1-2

321123 AGGREGAE BASE COURSE........................................................................... 1-3

SECTION MT-011000

SUMMARY

MCFO Dispatch Upgrades 2024

MT-011000-1

PART 1: GENERAL

1.1 SUMMARY:

A. Description of Work: Furnishing labor, equipment, supplies, and materials to install washer and dryer, insulated garage door, floor drains, and miscellaneous tasks associated with the BLM Miles City Field Office (MCFO) Dispatch Upgrades project located in Miles City, Montana. Work includes wiring, plumbing, and installing a new washer and dryer. Removal of garage door and all hardware, expanding garage door opening, and installation of new insulated garage door and hardware. Concrete driveway extension. As well as installation and plumbing of new floor drains.

B. Location: Work under this Contract is located at BLM Miles City Field Office (MCFO) Fire Building, 111 Garryowen Road, Miles City, MT 59301. Work location is shown in drawings.

C. Work Area: Work area is located at and in the employee occupied MCFO fire building location. Normal business hours are 8:00 AM to 4:30 PM weekdays.

1.2 REFERENCES:

A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor from the following or online:

ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103

Fed. Spec. Federal Specification/Standard General Services Administration Specifications Branch Room 6039, GSA Building Seventh and D Streets, S.W.

Washington, DC 20407

ACI American Concrete Institute 6994 Columbia Gateway Dr. Suite 100 Columbia, MD 21046

AASHTOT American Association of State Highway and Transportation Officials 444 North Capitol Street N.W. Suite 249 Washington, D.C. 20001

OSHA Occupational Safety and Health Administration's Standards U.S. Department of Labor Occupational Safety and Health Administration

MT-011000-2

Denver Area Office 333 West Colfax Avenue Denver, CO 80204

*Federal Specifications and catalogs may be obtained at Business Service Centers of Regional Offices of the General Services Administration. (Washington, DC; Boston, MA; New York, NY; Philadelphia, PA; Atlanta, GA;

Chicago, IL; Kansas City, MO; Fort Worth, TX; Denver, CO; San Francisco, CA; and Auburn, WA.)

1.3 DEFINITIONS:

A. Approvals: Approval of submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing. After approval of an item, the Contractor may submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

1.4 SUBMITTAL:

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

B. Requirements: For required submittals, allow at least 3 working days for review. Submittal shall be delivered to the Contracting Officer’s Representative for review.

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

Submit two copies of each submittal for approval.

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

2. Name of project as it appears in these specifications.

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

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

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

1.5 QUALITY ASSURANCE:

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

1.6 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: The Contractor shall protect products, incorporated into the work, from damage while in transit to the site. Products must be delivered in original unopened containers with manufacturer's name and brand

MT-011000-3

designation and contents legibly indicated. The containers shall bear the referenced specification number, type, and class as applicable.

B. Storage: The Contractor shall provide temporary storage facilities for products complying with manufacturer's recommendations, which will protect them from damage until installation on the project and final acceptance. The storage area shall permit access for inspection and handling.

C. Handling: The Contractor shall load and unload products in such a manner that protects them from damage until installation on the project.

1.7 PROJECT/SITE CONDITIONS:

A. Access to the Work: The work site access is provided by Interstate, County, and City Road systems. Building access to the MCFO Fire building will be provided by Government. Coordinate with Contracting Officer Representative prior to start of work for access agreement.

B. Environmental Considerations: The aesthetic values of the site and surrounding area are of prime importance.

The Contractor shall take all care necessary to preserve all plant life and other natural features. Any surface damage outside the construction limits shall be corrected by the Contractor at their expense. Any damage to existing State, County, or local roads, used to transport materials to the project, shall be corrected by the Contractor at their expense.

C. Construction facilities: Do not park vehicles or equipment or store materials on private property without written permission from the property owner. Bureau of Land Management will allow a staging area located to the Northeast of the work location.

D. OSHA safety regulations shall be followed at all times during constriction of this project.

1.8 SEQUENCING AND SCHEDULING:

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, the Contractor shall submit an updated schedule within 3 calendar days.

PART 2: PRODUCTS

(There are no applicable requirements.)

PART 3: EXECUTION

3.1 PROJECT MEETINGS:

A. Pre-Work Conference:

1. Notification: A pre-work conference will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date, and place. The purpose will be to review required work, MT-011000-4 project drawings and specifications, submittals, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. Attendance: The Contractor, subcontractors, and the persons responsible for coordination of the work shall be present at the meeting.

3. Presentation: The Contractor shall be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications.

B. Progress Meetings:

1. Location: Meetings shall be held at the project site or as determined by the Contracting Officer.

2. Notification: Meetings may be called by either the Contracting Officer or the Contractor. The request shall state who should attend.

C. Final Inspection:

1. Location: Meeting shall be held at the project site, or as determined by the Contracting Officer.

2. Notification: The Contractor shall notify the Contracting Officer, in writing, at least 5 working days before the completion date so the Government can schedule final inspection.

3. Attendance: The Contractor shall require the superintendent to be present during this inspection.

3.2 CLEANUP:

A. Waste Removal: The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by his employees or work. At the completion of the work, the Contractor shall remove all such materials from the work site.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for payment.

4.2 BASIS OF PAYMENT:

A. Payment: No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other items of the Contract.

END OF SECTION

SECTION MT-017113

MOBILIZATION

MOBILIZATION

MT-017113-1

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.

PART 2: PRODUCTS:

PART 3: EXECUTION:

PART 4 - MEASUREMENT AND PAYMENT:

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

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

2. When 10 percent of the original contract amount is earned from other bid items, 100 percent of the amount bid for mobilization or 10 percent 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 percent 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.

A. Payment: Prices and payment will be full compensation for the work described in this section. No modification and adjustments shall be allowed for costs and changes to mobilization despite changes in fuel or transportation costs. Payment will be made under:

Pay Item Pay Unit

(1) 017113 Mobilization .................................................................................Lump Sum

SECTION MT-024119

SELECTIVE DEMOLITION

MT-024119-1

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building shown in the plans.

2. Dismantle and salvage of existing overhead garage door.

3. Demolition and removal of concrete and asphalt for driveway extension.

4. Demolition and removal of concrete floor for floor drain installation and floor drain plumbing.

1.2 DEFINITIONS

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

B. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.

C. Dismantle and salvage: Remove by disassembling or detaching an item from a surface, using methods and equipment to prevent damage to the item and surfaces; and salvaging to Government.

1.3 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Dismantle and salvage existing overhead garage door to the MCFO ware yard. Neatly stockpile salvaged material at location instructed by Contracting Officer Representative. Contact the Contracting Officer Representative at least one week before salvaged material is to be stored. Dispose of any material that the Government rejects.

1.4 FIELD CONDITIONS

A. Government will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Government's operations will not be disrupted.

B. Notify Contracting Officer Representative of discrepancies between existing conditions and drawings before proceeding with selective demolition.

C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify Contracting

Officer Representative. Hazardous materials will be removed by Government under a separate contract.

D. Utility Service: Maintain existing utilities and protect them against damage during selective demolition operations.

MT-024119-2

1. Maintain fire-protection facilities in service during selective demolition operations.

PART 2 - PRODUCTS

(There are no applicable requirements.)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Government. Government does not guarantee that existing conditions are same as those indicated in Project Record Documents.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems and protect them against damage.

3.3 PROTECTION

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

1. Provide protection to ensure safe passage of people and vehicles around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

4. Cover and protect furniture, furnishings, and equipment that have not been removed.

B. Remove temporary barricades and protections where hazards no longer exist.

C. 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.

3.4 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove.

MT-024119-3

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and dispose of them in a landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

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

PART 4 - MEASUREMENT AND PAYMENT:

4.1 METHOD OF MEASURMENT

A. The work described in this section will not be measured for payment.

4.2 BASIS OF PAYMENT

A. Floor Drain Demolition: Include cost of all demolition for the floor drains in line item (5) 221423 Storm Drainage Piping Specialties.

B. Insulated Garage Door Demolition: Include cost of all demolition for the garage door in line item (3) 083613 Overhead Sectional Doors.

C. Concrete Driveway Demolition: Include cost of all demolition for driveway extension in line item (2) 033000 Cast-in-Place Concrete.

SECTION MT-033000

CAST-IN-PLACE CONCRETE

MT-033000-1

1.1 SUMMARY

A. Section Includes: Forming, furnishing, and placing cast-in-place concrete for driveway extension.

B. Related Sections

1. Section – 024119 – “Selective Demolition” for concrete and asphalt demolition.

2. Section – 321123 – “Aggregate Base Course” for base gravel.

1.2 SUBMITTALS

A. General: Submittals shall be according to Section 011000 - Summary.

B. Certificates of Conformance: Submit 2 copies of written certification from the supplier of the following Contractor-furnished items to be used on this project that they conform to the requirements of this specification section.

1. Portland Cement

2. Aggregate

3. Isolation Joint Materials

4. Air-Entrainment Admixture

1.3 QUALITY ASSURANCE

A. Causes for Rejection: Concrete may be rejected for, but not limited to, the following reasons:

1. Freezing within the first 3 days of placement

2. Excessive or inadequate slump

3. Segregation of aggregate or over-vibration resulting in excessive water in the surface of the concrete

4. Honeycomb over 25% of the surface

5. Voids larger than 2 inches across

6. Exposed reinforcing steel

7. Misalignment of concrete

8. Substandard aggregate in the mix

9. Failure to cover or seal concrete during initial 7-day curing period.

1.4 ADA COMPLINCE

A. All concrete sidewalks and driveways installed must meet the Americans with Disabilities Act standards.

2.1 MATERIALS

MT-033000-2

A. Cement: Portland cement, Type IIA, according to ASTM C 150. The use of caked or hardened cement will not be permitted. Cement for job mixed concrete shall be delivered to the job site in unopened sacks.

B. Water: Potable water shall be used for mixing concrete.

C. Aggregates: The aggregate shall be hard, durable, uncoated rock according to ASTM C 33.

1. The coarse aggregate shall have a maximum size of 1 inch, and not over 5 percent passing the No.

4 sieve.

2. The fine aggregate shall completely pass the No. 4 sieve with no more than 5 percent passing the

No. 100 sieve. The fine aggregate shall contain no silt, loam, clay, or organic particles.

D. Air-Entraining Admixture: ASTM 260. The amount of air shall be 4 to 6 percent when maximum aggregate size is 3/4-inch, and 4.5 to 7.5 percent when maximum aggregate size is 3/8-inch. A variation of plus or minus 1 percent is allowable.

E. Isolation Joint Materials: Preformed filler strips shall be according to ASTM D 994 and shall be the full width and depth of the joint. Unless otherwise indicated, the material shall be 1/2-inch thick.

F. Rebar: All rebar and steel products shall comply with the Build American Buy America Act.

2.2 MIXES – CONCRETE

A. Concrete: Design of mixed concrete shall be according to ASTM C 94 and be designed for a 28-day compressive strength of 4000 psi, and a slump of 2 to 4 inches as determined by ASTM C 143.

B. Mixing Materials: Concrete shall be machine mixed. Mixers shall be batched according to their capacity and not overloaded. Mixing of ingredients shall continue for at least 3 minutes. The concrete shall be placed as soon as possible after mixing to prevent cold joints.

2.3 SOURCE QUALITY CONTROL

A. Concrete Testing: Shall be conducted in the presence of the Contracting Officer Representative who shall be given 48-hours notice before any test is to be conducted. The Contractor shall arrange for a certified, independent testing laboratory to perform the air entrainment tests, compression tests of 3 cylinders and slump tests to substantiate mix designs. Record and distribute the results to the Government.

3.1 PREPARATION

A. Demolition: Shall be in accordance with Section 024119 – Selective Demolition.

B. Base Preparation: base and earth walls to be in contact with concrete shall be undisturbed or compacted according to Section - 321123 - Aggregate Base Course.

C. Form Construction: ACI 347R. Construct forms to the sizes, shapes, lines, and dimensions shown on the drawings and Manufacturer’s installation instructions, to obtain accurate alignment, location, grades, and

MT-033000-3

level and plumb surfaces in finished structures. The Contractor shall provide construction aids and imbedded items such as anchor bolts. Fabricate forms for easy removal without hammering or prying against the concrete surfaces. Provide crush plates or wrecking plates if stripping may damage the concrete. Form oil may be applied to facilitate removal of forms. Forms and base aggregate shall be wet before placement of concrete.

D. Form Inspection: Notify the Contracting Officer Representative 48 hours in advance of concrete placement to allow for inspection of forming and placement of items to be imbedded in the concrete.

Excess water shall be removed from the forms before concrete placement.

3.2 CONCRETE PLACEMENT

A. Mix Design: Concrete shall not be placed until the mix design has been approved by the Contracting Officer.

B. Placement and Consolidation: Concrete shall be placed in lifts with a maximum depth of 18 inches.

Each lift shall be adequately vibrated, rodded, or spaded into place to fill voids. Where more than one lift is placed, a vibrator shall be used to consolidate the concrete by penetrating through the upper lift and at least 6 inches into the lower lift. Vibrators shall not be used next to the form or to move concrete.

Concrete shall be deposited as nearly as practical to its final position to avoid flow causing segregation of the aggregate. Concrete shall not be dropped more than 5 feet vertically without the use of a tremie or similar device.

C. Bonding to Existing Concrete: When a bond is desired between a fresh pour of concrete placed against concrete which has set, the surface of the in-place concrete shall be thoroughly cleaned of loose material, and the in-place concrete soaked with water. When no bond is desired, the surface of the existing concrete shall be painted with asphalt or other material to prevent bonding.

D. Concrete Placement Under Adverse Conditions: During hot weather, refer to ACI 305R. During cold weather, refer to ACI 306R. Materials required for protection shall be on the jobsite before concrete work is started. Do not place concrete on a frozen subgrade or against surfaces having deposits of frost, snow, or ice.

3.3 CONCRETE FINISHING

A. Concrete Surface Finishes: The top surface of walls and exterior slabs shall be given a wood-float finish after screening. Concrete requiring skid-resistant finishes shall be broom-finished with horsehair or straw brooms. Interior slabs shall be given a steel-trowel finish unless otherwise indicated on the drawings.

Power-trowels may be used. Brooms shall have a minimum width of 18 inches and shall be applied perpendicular to the centerline. Joints and panel borders shall be edged with a metal tool to leave a smooth border on the concrete.

B. Form Removal: Formwork not supporting concrete may be removed after curing at not less than 50 degrees F for 24 hours after placing the concrete, and when curing and protection procedures are followed as specified. The concrete should be sufficiently hard so as not to be damaged by form removal.

C. Concrete Finish Patching: Immediately after form removal, remove minor bulges and projections on exposed concrete by chipping or tooling, and rub or grind the surface. Chip honeycombed or other defective areas to solid concrete, cutting edges to right angles with the surface. Brush cavities with a grout of cement and water, and paint with Portland cement mortar. Cure repairs the same as the concrete.

MT-033000-4

3.4 FIELD QUALITY CONTROL

A. Testing: Testing shall be conducted in the presence of the Contracting Officer Representative who shall be given 48-hours notice before any test is to be conducted. The Contractor shall arrange for a certified, independent testing laboratory to perform the air content tests, 3 - 28-day cylinders, and slump tests to substantiate each days pour. Record and distribute the results.

3.5 PROTECTION

A. Requirements: During the curing period, protect concrete from load stresses, shock loads, or vibration.

Protect surfaces from damage by equipment, other materials, running water, or rain.

3.6 REBAR

A. Install rebar at locations shown in plans.

B. Use rebar chairs to ensure desired depth of rebar in achieved.

C. Rebar is to be 100% tied.

4.1 METHOD OF MEASURMENT

A. Units: Square Foot

A. Price and payment shall be full compensation for all labor, equipment, tools, materials, and incidentals necessary to complete the demolition, grading, forming, furnishing, placing, and finishing of the work described in this section. Payment will be made under:

Pay Item Pay Unit

(2) 033000 Cast-in-Place Concrete…………………………………………………………Square Foot

SECTION MT-083613

OVERHEAD SECTIONAL DOORS

OVERHAEAD SECTIONAL DOORS

MT-083613-1

1.1 SUMMARY

A. Section Includes: Furnishing and installing of a 14’ X 12’ insulated overhead sectional door, hardware, and finishes.

B. Related Requirements:

1. Section – 024119 – “Selective Demolition” expanding opening for larger door.

1.2 SUBMITTALS

A. Product Data: For each type and size of overhead door and accessory.

1. Include construction details, material descriptions, dimensions of individual components, profiles for slats, and finishes.

2. Include rated capacities, operating characteristics, electrical characteristics, and furnished accessories.

B. Shop Drawings: For each installation and for special components not dimensioned or detailed in manufacturer's product data.

1. Include plans, elevations, sections, and mounting details.

2. Include details of equipment assemblies, and indicate dimensions, required clearances, method of field assembly, components, and location and size of each field connection.

3. Include points of attachment and their corresponding static and dynamic loads imposed on structure.

4. For exterior components, include details of provisions for assembly expansion and contraction and for excluding and draining moisture to the exterior.

5. Include diagrams for power, signal, and control wiring.

C. Samples for Initial Selection: Manufacturer's finish charts showing full range of colors and textures available for units with factory-applied finishes.

1. Include similar samples of accessories involving color selection.

D. Warranty: Manufacturer’s warranty for each type and size of overhead door.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained for both installation and maintenance of units required for this project.

MT-083613-2

PART 2 - PRODUCTS

2.1 DOOR: Clopay energy series - insulated overhead sectional door – Model 3211 – Or Approved Equal

A. Product Specifications

1. Width: 14’

2. Height: 12’

3. Standard White

4. No windows

5. R-Value 9.1 or better

2.2 DOOR OPENER: LiftMaster – T (Trolley) Logic 5.0 – Or Approved Equal

A. Product Specifications

1. ¾ HP minimum

2. Chain driven

3. Overhead Mount

2.3 FINISHES

A. Contractor shall purchase and install exterior trim to match existing building trim as closely as possible.

B. Cost for all finishes necessary shall be included in the bid price of the overhead door.

PART 3 - EXECUTION

3.1 PREPARATION

A. Demolition: Door removal and demolition shall be in accordance with section 024119 – Selective Demolition.

3.2 INSTALLATION

A. Install overhead doors and operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports; according to manufacturer's written instructions and as specified.

B. Install overhead doors, controls, and operators at the mounting locations indicated for each door or as directed by Contracting Officer Representative.

C. Accessibility: Install overhead doors, switches, and controls along accessible routes in compliance with the accessibility standard.

3.3 ADJUSTING

A. Adjust hardware and moving parts to function smoothly so that doors operate easily, free of warp, twist, or distortion.

MT-083613-3

1. Adjust exterior doors and components to be weather resistant.

B. Lubricate bearings and sliding parts as recommended by manufacturer.

C. Adjust seals to provide tight fit around entire perimeter.

PART 4 - MEASURMENT AND PAYMENT

4.1 METHOD OF MEASURMENT

A. Unit: Lump Sum

4.2 BASSIS OF PAYMENT

Price and payment shall be full compensation for furnishing and placing all materials, including all labor, equipment, tools, and incidentals necessary to complete the existing door removal, selective building demolition, and installation of new door as described in this section.

Pay Item Pay Unit

(3) 083613 Overhead Sectional Door ……………………………………………………Lump Sum

SECTION MT-113013

APPLIANCES

MT-113013-1

1.1 SUMMARY

A. Section Includes: Furnish and installation of new washer and dryer, electrical, plumbing, and venting hook ups at location shown in plans.

1.2 ACTION SUBMITTALS

A. Product Data Submittals: For each product.

1. Include installation details, material descriptions, dimensions of individual components, and finishes for each appliance.

2. Include rated capacities, operating characteristics, electrical characteristics, and furnished accessories.

1.3 INFORMATIONAL SUBMITTALS

A. Service manuals: From manufacturer for each appliance.

B. Any applicable product shop drawings.

C. Warranties: Manufacturers' special warranties.

1.4 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For each appliance to include in operation and maintenance manuals.

B. All warranty information regarding each appliance.

PART 2 - PRODUCTS

2.1 DRYER: Speed Queen – Model ADEE9RYS178TB01 – Or Approved Equal

A. Product Specifications

1. Capacity: 7.0 Cu. Ft.

2. ADA Compliant

3. Color: Black

4. Power: Electric

5. Max width 30”

2.2 WASHER: Speed Queen – Model AWNE9RSN116TB01 – Or Approved Equal

B. Product Specifications

MT-113013-2

1. Capacity: 3.2 Cu. Ft.

2. ADA Compliant

3. Color: Black

4. Min. ½ HP Motor

5. Max width 30”

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine roughing-in for piping systems to verify actual locations of piping connections before appliance installation.

B. Examine walls, ceilings, and roofs for suitable conditions where venting will be installed.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PLUMBING AND ELECTRICAL

A. Install all plumbing and electrical in accordance with the latest uniform plumbing and electrical codes and standards.

3.3 INSTALLATION

A. Install appliances according to manufacturer's written instructions.

B. Freestanding Equipment: Place units in final locations after finishes have been completed in each area.

Verify that clearances are adequate to properly operate equipment.

PART 4 - MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASURMENT

A. Unit: Lump Sum

4.2 BASSIS OF PAYMENT

A. Price and payment shall be full compensation for furnishing and placing all materials, including all labor, equipment, tools, and incidentals necessary to complete the work described in this section. Payment will be made under:

Pay Item Pay Unit

(4) 113013 Appliances…………………...…………………………………………………..Lump Sum

SECTION MT-221423

STORM DRAINAGE PIPING SPECIALTIES

MT-221423-1

1.1 SUMMARY

A. Section Includes: Furnishing, placing, and plumbing two 24-foot floor drains.

B. Related Requirements:

1. Section 024119 “Selective Demolition” for concrete floor demolition.

2. Section 033000 “Cast-in-Place Concrete" for concrete floor repair.

1.2 SUBMITTALS

A. Product Data: Manufacturer’s data sheets for all floor drains and hardware.

B. Product Installation: Manufacturer's installation guide.

C. Shop Drawings: For each installation and for special components not dimensioned or detailed in manufactures’ product data.

1. Include plans, elevations, sections, and installation details.

PART 2 - PRODUCTS

2.1 FLOOR DRAIN: Zurn Z882 Series – Or Approved Equal

A. Product Specifications

1. Width: 12”

2. Length: 24’

3. Load Class: C

4. Outlet pipe: 4”

5. Lineal Slope

PART 3 - EXECUTION

3.1 DEMOLITION

A. Demolition to be performed in accordance with section – 024119 – Selective Demolition.

3.2 INSTALLATION

A. Install floor drains and plumbing per manufacturer’s instructions.

B. All plumbing shall be installed in accordance with the latest uniform plumbing codes and standards.

MT-221423-2

3.3 CONCRETE REPAIR

A. Repair demolished concrete floor to its original depth and match exiting concrete finish elevation.

B. Concrete shall be furnished and placed in accordance with section 033000 – “Cast-in-Place Concrete”.

1. Finish concrete per 033000 – “Cast-in-Place Concrete” but do not broom. Leave smooth finish, bare concrete.

PART 4 - MEASUREMENT AND PAYMENT:

4.1 METHOD OF MEASURMENT

A. Unit: Linear Foot

4.2 BASSIS OF PAYMENT

A. Price and payment shall be full compensation for furnishing and placing all materials, including all labor, equipment, tools, and incidentals necessary to complete the work described in this section. Payment will be made under:

Pay Item Pay Unit

(5) 221423 Storm Drainage Piping Specialties ..…………………………….……….Lineal Foot

SECTION MT-321123

AGGREGATE BASE COURSE

MT-321123-1

A. Section Includes: Furnishing, placing, and compacting aggregate base course materials on the prepared subgrade of the driveway extension to these specifications and to the lines, grades, and thickness as shown on the drawings or as staked.

B. Related Sections

1. Section - 033000 – “Cast-in-Place Concrete”.

1.2 REFERENCES

A. American Association of State Highway and Transportation Officials:

AASHTOT 99-86 Moisture-Density Relationship of Soils Using a 5.5-lb (2.5 kg) Rammer and a 12-inch (305 mm) Drop.

AASHTOT 239-86 Moisture Content of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth)

1.3 CERTIFICATE OF CONFORMANCE:

A. Certification: Contractor to submit two copies of written certification from the supplier that the Contractor-furnished material to be used on this project conforms to the requirements of this specification section.

Contractor shall include in the submittal, test results from a Certified Geotechnical Laboratory:

Samples shall be obtained from the stockpile of material to be used on this project at the time of Construction for the 3/4-Inch Crushed Aggregate.

1. Sieve Analysis according to AASHTOT 99.

2. Standard Proctor According to AASHTOT 99.

2.1 MATERIALS: Shall be in conformance with the following requirements:

A. General: Aggregate material shall consist of hard, durable particles or fragments of slag, stone, or gravel crushed of the required size and grading. Shall be visually free from organic matter and lumps or balls of clay and shall meet the requirements for the grading given.

B. 3/4-Inch Crushed Aggregate Base: Shall meet the following gradation and requirements including added binder or blending material:

MT-321123-2

Sieve Size Percent Passing

3/4 inch 100 percent No. 4 40-80 percent No. 10 25-60 percent No. 200 5-20 percent

1. The Maximum liquid limit for the material passing the No. 40 sieve is 35.

2. The Plasticity Index for the material passing the No. 40 sieve may vary between 3 and 10.

3. At least 35 percent by weight of the aggregate retained on the No. 4 sieve must have at least one mechanically fractured face. Test for determining percentage of mechanically fractured particles shall be according to MDT, MT-217.

3.1 PREPARATION:

A. The subgrade shall be reasonably compacted prior to base installation.

3.2 INSTALLATION:

A. All aggregate base course materials shall have water added to obtain optimum moisture. The aggregate shall then be mixed and processed to produce a uniform blend of material before final placement. After processing, the material shall be placed and spread either on the prepared subgrade or prepared subbase in a uniform layer not exceeding 6 inches in compacted depth. The method of dumping and spreading shall be determined by the Contractor. The spread material shall be free of segregation.

3.3 COMPACTION:

A. Each layer of aggregate base shall be compacted to the full width by means of compaction equipment suitable to the type and depth of material being compacted. Compaction of each layer shall continue until density of not less than 95 percent of the maximum dry density determined in accordance with AASHTOT 99, or other approved method, has been achieved.

3.4 FINISHING:

A. The final layer of each aggregate base course material shall be finished with equipment capable of shaping and grading the finished surface within the tolerance specified below.

1. The surface will be checked for the required grades specified on the drawings by the Contracting Officer with tolerances being ± 0.5 percent.

A. The work described in this section will not be measured for payment.

MT-321123-3

A. All cost of aggregate base course shall be included in line item (2) 033000 Cast-in-Place Concrete.

End of Section

D. Warranty: Manufacturer’s warranty for each type and size of overhead door.

321123 - AGGREGATE BASE COURSE