TE-1_Housing_Paint_and_Flooring_Bid_Specs_-_100912.pdf

SPECIFICATIONS

South Post Housing Flooring and Painting

FY13 – FY18

FORT MCCOY, WISCONSIN

DRAWING NO: 47-018-8085

October 2012 Flooring and Painting FY13-FY18 00002 - 1

SECTION 00002

TABLE OF CONTENTS

DIVISION 1

Section 01000 General Requirements

Section 01007 Industry Standard Abbreviations and Codes

Section 01019 Contract Considerations

Section 01300 Submittals

Section 01400 Special Safety Requirements

DIVISION 2 – NOT USED

DIVISION 3

Section 03540 Cementitious Underlayment

DIVISIONS 4-8 – NOT USED

DIVISION 9

Section 09330 Ceramic Tile

Section 09627 Decorative Laminate Flooring

Section 09650 Resilient Flooring

Section 09681 Stretch In Carpeting (Residential)

Section 09900 Painting

DIVISIONS 10-16 – NOT USED

END OF SECTION

October 2012 Flooring and Painting FY13- FY18 01000 - 1

SECTION 01000

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY OF THE WORK

A. REMOVAL WORK: Remove all items indicated on the drawings and in the specifications and dispose of at the Contractor’s expense including but not limited to;

1. Remove carpet, pad, tack strip, underlayment, and resilient flooring as required for each delivery order.

2. Remove base board and store for re-installation.

3. Remove appliances and bathroom fixtures and store for re-installation. Verify that appliances and fixtures work properly prior to removal.

B. NEW WORK: Contractor shall provide all labor, equipment, materials, transportation, and supervision necessary to perform the work under this contract including but not limited to;

1. Install new carpet, pad, tack strip, underlayment, resilient flooring, ceramic tile, and laminate wood as required for each delivery order.

2. Re-install base board after flooring install.

3. Re-install appliances and fixtures removed for flooring replacement.

4. Sand and refinish existing hardwood floors as required for each delivery order.

5. Paint, stain, or varnish areas indicated for each delivery order. This work includes ceilings, walls, cabinets, wood or steel doors, interior or exterior trim, decks, interior or exterior railing, and siding.

6. Occupants will be responsible to remove personal items before work is performed.

C. REPAIR WORK: Contractor shall repair any damages caused by this construction, including but not limited to;

1. Repair any existing construction which is damaged.

2. Repair any landscaping including trees, shrubs, flowers, and grass.

3. Repair vehicle ruts. Level the ruts, place topsoil, and seed the disturbed areas according to the specifications.

1.02 BUILDINGS

A. Existing buildings may be occupied during the performance of the contract.

1.03 ABBREVIATIONS

A. “KO” = Contracting Officer.

B. “COR” = Contracting Officer’s Representative.

C. Industry Standard Abbreviations - See Section 01007.

1.04 TEMPORARY UTILITIES AND FACILITIES

A. The work of this contract will be performed in Army Family Housing homes.

01000 - 2

1. The contractor may utilize outlets for hand tools. Government electricity shall not be used to charge equipment or vehicles.

2. Temporary electricity, if required for a job trailer, shall be provided by the Contractor by portable generator or temporary power pole. The cost of the generator and fuel and/or temporary power pole shall be the responsibility of the Contractor. The cost of electricity used if the Contractor provides a temporary power pole will be provided by the Government at no cost to the Contractor. The Contractor shall contact Xcel Energy for temporary power. Construction trailers will not be located in the Housing area.

3. Heating and cooling will be provided by the home HVAC system. The Contractor shall not waste energy during the performance of this contract.

4. Water is available in each home. Contractor shall not cause water to be wasted or left running when not in use. Leaks will be repaired immediately. Freeze protection shall be provided by the contractor.

B. Temporary Telephone Service

1. If the Contractor requires phone service for this project, the Contractor must contact the phone company business office:

Century Telephone

205 5th Avenue

LaCrosse, Wisconsin 54601

(800) 872-4017

2. The Contractor shall pay for all telephone installation, maintenance, removal, and usage charges.

3. The Contractor is responsible for providing and paying for any and all subcontractor’s calls.

4. Existing telephones owned or rented by the Government will not be used by the Contractor under any circumstances.

C. Temporary Sanitary Facilities

1. Existing sanitary facilities in Government homes will not be used by the Contractor’s personnel.

2. Contractor may utilize the public restroom, Building 6166 located in Patriot Park, as their on-site facility. This restroom will be open to all public and must be kept clean at all times. Contractor will not be allowed to utilize the restroom facility to clean any equipment.

3. Contractor will not locate a portable toilet in the Housing area.

D. Temporary Enclosures – Not Applicable

E. Barriers and Fences – Not Applicable

F. Security

1. The Contractor shall provide all materials, labor, and equipment to protect the project site from theft and vandalism.

01000 - 3

2. Home shall be protected by the Contractor during the contract. The degree of protection shall not be less than what currently exists.

3. Storage of construction materials is at the risk of the Contractor.

G. Access Roads and Parking Areas

1. Contractor’s private vehicles shall be parked at locations designated by the COR.

2. All construction vehicles and Contractor’s private vehicles will be parked in an orderly manner at all times and will not block normal traffic in the area. Private vehicles belonging to the contract personnel will be parked in designated parking areas and in no case on grass areas, adjacent to buildings, or along streets.

H. Traffic Work – Not Applicable

I. Waste Reporting

1. The Army has established the requirement for a 50% minimum diversion rate by weight of C&D waste from landfill disposal. In order to achieve those results the Contractor shall submit a solid waste management plan as a required submittal for projects costing over $100,000. At a minimum, the solid waste plan shall include the anticipated waste streams and disposal/recycling facilities. No work shall begin until the Contractor has an approved plan.

2. The Contractor shall submit reports to the Contracting Officer quantifying the total pounds of hazardous, universal, recycled, and non-regulated waste disposed of during the duration of the contract. Contractor shall also submit material(s) disposal location(s).

3. Reporting shall be specific to the month in which waste was disposed of and separated per waste type for Fort McCoy’s reporting requirements.

4. Reporting for recycled waste shall also be specific to how much revenue the Contractor received for each type of recycled material.

J. Refuse Disposal and Recycling

1. Provide all solid waste disposal associated with this contract, including but not limited to the container delivery, removal, and disposal fees. Items included under this section are all solid wastes as defined by Wisconsin State Statute

289.01 (33). These items shall be disposed in a licensed sanitary landfill or recycling center in accordance with State of Wisconsin Administrative Code Chapter NR500 series.

2. The Contractor is allowed to use Fort McCoy recycling facilities for concrete, mixed paper, plastics (PETE#1 and HDPE#2), asphalt, cardboard, trees/woody waste, metals, and aluminum cans. If materials are recycled at Fort McCoy, provide all labor and delivery to the designated recycling facilities. Materials shall be weighed and weigh slips provided to the COR to receive credit toward the 50% requirement in “Waste Reporting” above. Materials not weighed can be delivered to the designated recycling facilities, but the material will not count toward the 50% waste reporting requirement.

3. Provide for the recycling of all other construction/demolition debris including drywall, lumber, reinforcing steel, piping, wiring, brick, plaster, wall board, roofing material, insulation, plumbing fixtures, doors, and windows to the greatest extent possible . Only utilize licensed recycling facilities.

01000 - 4

4. Provide a certificate of recycling for universal waste as defined in Wisconsin Administrative Code Chapter NR600.

N. Material Sales

1. Materials shall not be stockpiled for sale purposes on Post.

2. Public advertised sales of materials will not be permitted on Post.

3. Prior arranged sale of materials may be permitted on Post.

1.05 QUALITY CONTROL

A. The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with the Contract Clause titled “Inspection of Construction.” The site project superintendent is responsible for the quality of work on the job and is subject to removal by the Contracting Officer for non-compliance with the quality requirements specified in the contract.

1.06 APPLICABLE STANDARDS, GUIDES AND SPECIFICATIONS

A. References are made in these specifications to published codes, standards, and specifications of manufacturers’ societies, associations, and other standards. All referenced documents are included in this specification as if written in their entirety.

B. Where referenced documents are not specified by date, the latest edition published as of the bid or proposal request date shall apply.

1.07 OPERATION AND MAINTENANCE MANUALS – NOT APPLICABLE

1.08 DELIVERY AND STORAGE

A. Contractor shall insure that any items which are stored at the site prior to installation are stored in an environment that will not cause rusting, warping, staining, or any physical breakage or damage.

B. All labor and equipment required for loading, unloading, transporting, and moving materials shall be provided by the Contractor.

C. Storage buildings will not be provided by the Government.

1.09 TRAILERS OR STORAGE BUILDINGS, INCLUDING OFFICE TRAILERS

A. Trailers or storage buildings will be permitted, where space is available, subject to the approval of the COR. Trailers or storage buildings will not be located in the Family Housing area.

B. The trailers or buildings shall be in good condition, free from visible damage, rust, and deterioration, and meet all applicable safety requirements. Trailers shall be roadworthy and comply with all appropriate State and local vehicle requirements. Failure to maintain storage trailers or buildings to these standards shall result in the removal of non-complying units at the Contractor's expense.

C. A sign not smaller than 2-feet by 2-feet shall be conspicuously placed on the trailer depicting the company name, business phone number, and emergency phone number.

D. Trailers shall be anchored to resist high winds and must meet applicable state and local standards for anchoring mobile trailers.

E. Provide metal or fiberglass skirting completely around office trailers within 30 days after placement of the trailer on the lot and after being approved by the COR.

01000 - 5

F. Grass and weeds shall be cut weekly or as needed to a height not to exceed three inches.

Trash shall be picked up and disposed of properly on a daily basis.

G. The Contractor shall be responsible for the installation and removal of all temporary utility connections at no cost to the Government.

1.10 STORAGE SITE

A. All stored materials shall be neatly stacked at all times.

B. Trash shall be picked up and properly disposed of on a daily basis.

C. Grass and weeds shall be cut on a regular basis to a height not to exceed three inches. In Cantonment, uncut height shall not exceed 6 inches. Outside Cantonment, uncut height shall not exceed 12 inches.

D. Welding equipment shall be handled and stored in accordance with applicable regulations.

E. Fire extinguishers shall be provided where flammable liquids are stored.

1.11 SCHEDULING AND COORDINATING WORK

A. Contractor shall coordinate work in the Government homes with the COR. The COR will provide access to the homes based on an agreed upon schedule.

B. The Contractor may be required to allow Government personnel or other Contractors to carry out work within the work site. Such work will be scheduled and coordinated through the COR.

C. The Contractor shall provide a phone number and address where a key, and/or approval, to enter may be obtained for the work sites during the work day for times when the Contractor may not be at the work site.

1.12 WARRANTIES

A. All materials and workmanship shall be warranted by the Contractor for a period of not less than one year from the date of final acceptance by the Government, except when longer warranties are required from the Contractor as stated in each specification section.

B. For products and materials that are normally warranted by the manufacturer or supplier for more than one year, the Contractor shall provide the Government with a written warranty, or certification, indicating the manufacturer’s or supplier’s terms and conditions of the warranty.

PART 2 PRODUCTS

2.01 EXISTING MATERIALS

A. All materials identified to be demolished and removed from the existing facilities shall be the responsibility of the Contractor to remove completely from Ft McCoy.

2.02 NEW MATERIAL AND EQUIPMENT

A. Materials and equipment shall be essentially the standard products of a manufacturer regularly engaged in the manufacture of those products, shall meet the requirements of the specification, and shall essentially duplicate material and equipment that have been in satisfactory use.

B. Seconds or otherwise substandard materials will not be allowed.

PART 3 EXECUTION

01000 - 6

3.01 INSPECTION

A. The Contractor shall not begin successive phases of work until an inspection has been completed and the work is accepted by the COR. Notify the COR 24 hours prior to completing a phase requiring inspection.

1. Any work that will be covered by successive work must be inspected prior to performing successive work.

2. Work to be covered includes, but is not limited to, flooring removal and painting.

B. When the contractor considers the work complete, notify the COR via phone call or email to schedule the final inspection.

1. Should the COR consider the work incomplete or defective, a written punch list will be provided to the Contractor from the Contracting Officer.

2. The Contractor will be given 3 calendar days, unless otherwise determined by the Contracting Officer, to remedy the stated deficiencies.

3. The Contractor shall contact the COR to request re-inspection to be scheduled not later than the 3 calendar days, unless otherwise determined by the Contracting Officer. This re-inspection shall also be completed during the contract performance period to be in accordance with the contract.

4. If any further re-inspections are required the Contractor may be charged the additional cost of the inspections.

5. Final acceptance of the work occurs upon the COR acceptance of the work subsequent to successful final inspection by the COR and receipt of all contract requirements.

6. If final acceptance does not occur prior to the contract completion date, liquidated damages may be applicable in accordance with the liquidated damaged clause.

C. If the Government requires beneficial occupancy of the facility prior to completion of the work by the Contractor, an inspection shall be conducted by the COR to determine the completed work, and either accept or document any work not complete. The Contractor will then complete the remaining work and correct any deficiencies.

3.02 TRANSITION FROM EXISTING TO NEW WORK

A. When new work abuts or finishes flush with existing work, make a smooth transition.

Patched work shall match existing adjacent work in texture and appearance.

B. When finished surfaces are cut in such a way that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and provide trim appropriate to the finished surface.

3.03 OPERATING TESTS – NOT APPLICABLE

3.04 CLEANING

A. During Construction:

1. See Solicitation Provisions and Contract Clauses entitled “Cleaning Up,” FAR 52.236-12.

B. Dust Control

01000 - 7

1. Clean interior spaces prior to the start of finish coatings and continue cleaning on an as-needed basis until coatings are finished.

2. Schedule operations so that dust and other contaminants resulting from the cleaning process will not fall on wet or newly-coated surfaces.

3. The amount of dust resulting from demolition shall be controlled to prevent the spread of dust and to avoid creation of a nuisance in the surrounding areas. The use of water will not be permitted when it will create or result in hazardous or objectionable conditions such as ice, flooding, and pollution.

4. All homes, materials, and equipment, including ductwork and diffusers, shall be cleaned of all dust and dirt resulting from the performance of the work under this contract.

C. Final Cleaning

1. Final cleaning shall be performed and completed prior to punch list inspection.

2. Clean interior and exterior surfaces exposed to view.

a. Remove temporary labels, stains, and foreign substances.

b. Polish transparent and glossy surfaces.

c. Vacuum carpeted and soft surfaces.

d. Clean equipment and fixtures to a sanitary condition.

3. Clean project site.

a. Sweep paved areas.

b. Rake clean other surfaces.

4. Remove waste and surplus materials, rubbish, and construction facilities from the project and from the site.

01007 - 1

SECTION 01007

INDUSTRY STANDARD ABBREVIATIONS AND CODES

PART 1 GENERAL

A. INDUSTRY STANDARD

1. Organizations and/or published documents representing Industry Standards are referred to throughout the Project Specifications by the following abbreviations.

2. Names are believed to be accurate and up-to-date as of the date of the Contract Documents but are subject to change.

B. APPLICABLE CODES

1. The Ft McCoy Army installation has adopted the August 2010 UFC (Unified Facilities Criteria) as the primary building code.

a. For all General Building Requirements, see UFC 1-200-01. The following web link provides an index on each specific construction disciplines codes (and year) presently adopted and enforced by DPW.

http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

2. All state and local codes shall also apply.

3. Where ever there is a conflict between code models, the primary code (UFC) shall govern.

C. ABBREVIATIONS

1. Abbreviations used throughout the Specifications and the organization or document represented are:

AA Aluminum Association

AAMA Architectural Aluminum Manufacturer’s Association

AAN American Association of Nurserymen

AASHTO American Association of State Highway and Transportation Officials

ACI American Concrete Institute

AGA American Gas Association

AI Asphalt Institute

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

ANSI American National Standards Institute

ARI Air-conditioning Refrigerant Institute

ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers

ASME American Society of Mechanical Engineers

ASTM American Society for Testing and Materials

AVATI Asphalt and Vinyl Asbestos Tile Institute

AWI Architectural Woodwork Institute http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

01007 - 2

AWS American Welding Society

AWPA American Wood Preservers Association

AWPB American Wood Preservers Bureau

AWPI American Wood Preservers Institute

AWWA American Water Works Association

CRSI Concrete Reinforcing Steel Institute

CS Commercial Standards of U.S. Department of Standards

EIA Electronic Industries Alliance

EPA Environmental Protection Agency

EWA Engineered Wood Association (formerly APA)

FGJA Flat Glass Jobbers Association

FM Factory Mutual

FRP Fiber Reinforced Plastic

FS Federal Specifications

GA Gypsum Association

IEEE Institute of Electrical and Electronic Engineers

MSS Manufacturer’s Standardization Society

NAAMM National Association of Architectural Metal Manufacturers

NBS National Bureau of Standards

NBFU National Bureau of Fire Underwriters

NCMA National Concrete Masonry Association

NEC National Electric Code

NECA National Electrical Contractors Association

NEMA National Electrical Manufacturers Association

NFPA National Fire Protection Association

NFPA National Forest Products Association

NPC National Plumbing Code

NRCA National Roofing Contractors Association

NRMCA National Ready Mixed Concrete Association

NWMA National Woodwork Manufacturing Association

NWAHHA National Warm Air Heating and Air Conditioning Association

OSHA Occupational Safety and Health Administration

PCA Portland Cement Association

PPI Plastic Pipe Institute

PS Product Standard of NBS

01007 - 3

SMACNA Sheet Metal and Air Conditioning Contractors National Association

SPIB Southern Pine Inspection Bureau

SSPC Steel Structures Painting Council

TIA Telecommunications Industry Association

UL Underwriters Laboratories

USAS United States of American Standards (formerly ASA)

WCLIB West Coast Lumber Inspection Bureau

WDNR Wisconsin Department of Natural Resources

WWPA Western Wood Products Association (WPA and WCLA)

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01019 - 1

SECTION 01019

CONTRACT CONSIDERATIONS

PART 1 GENERAL

1.01 The period of performance is 7 work days per home. If task orders are awarded at the same time, the period of performance shall run concurrent for those task orders. The start date of the task order will be determined by the COR based on the home vacancy schedule and the schedule of work by other contractors.

1.02 For each delivery order a Joint Scoping Meeting will be held to negotiate the scope and quantities of the project. The joint scope meeting will be held within 3 days of the KTR being notified of the requirement.

PART 2 PRODUCTS

2.01 JOINT SCOPED LINE ITEMS

A. Removal of carpet and/or carpet pad shall be paid by the square foot of carpet or pad removed and shall be full compensation for removal of carpet, pad, and tape or glue; disposal; and clean up. Remove base board and save for reinstallation.

B. Removal of tack strip shall be paid by the linear foot of tack strip removed and shall be full compensation for removal, disposal, and clean up.

C. Removal of resilient flooring shall be paid by the square foot of flooring removed and shall be full compensation for removal, clean up, and disposal. Remove base board and save for reinstallation.

D. Removal of ceramic tile shall be paid by the square foot of ceramic tile removed and shall be full compensation for removal, clean up, and disposal.

E. Removal of underlayment shall be paid by the square foot of underlayment removed and shall be full compensation for removal, disposal, and clean up.

F. Removal and reinstallation of furniture and/or appliances shall be paid by the square foot of the room and shall be full compensation for removal, storage, and reinstallation of furniture and equipment, and full replacement of any item damaged due to the neglect of the Contractor.

G. Furnish and install cementitious underlayment shall be paid by the square foot of cementitious underlayment installed up to 1/2 inch thick and shall be full compensation for furnishing the material, installation, required primers, removal and disposal of excess material, curing time, and clean up.

H. Furnish and install plywood underlayment up ¾” to be paid by the square foot of subfloor installed and shall be full compensation for furnishing the material, installation of the subfloor, required adhesives, removal and disposal of excess material.

I. Furnish and install carpet shall be paid by the square foot of each type of carpet installed and shall be full compensation for furnishing the material, installation, reinstallation of the base board, required adhesives and seam sealers, removal and disposal of excess material, and final cleaning.

J. Installation of Government furnished carpet shall be paid by the square foot of carpet installed and shall be full compensation for installation, required adhesives

01019 - 2 and seam sealers, reinstallation of the base board, removal and disposal of excess material, and final cleaning.

K. Furnish and install carpet pad shall be paid by the square foot of carpet pad installed and shall be full compensation for furnishing the material, installation, required adhesives and seam sealers, removal and disposal of excess material, and final cleaning.

L. Furnish and install tack strip shall be paid by the linear foot of tack strip installed and shall be full compensation for furnishing the material, installation, and final cleaning.

M. Furnish and install resilient flooring shall be paid by the square foot of each type of resilient flooring installed and shall be full compensation for furnishing the flooring material, installation of the flooring, required adhesives, reinstallation of the base board, removal and disposal of excess material, final cleaning, and initial waxing and/or sealing of floors if required by the manufacturer.

N. Furnish and install ceramic tile including base shall be paid by the square foot of flooring installed and shall be full compensation for furnishing the material, installation, required thin set and grout, removal and disposal of excess material, final cleaning, and initial sealing of tile and/or grout.

O. Furnish and install laminate flooring shall be paid by the square foot of flooring installed and shall be full compensation for furnishing the material, installation, required components (including transitions), reinstallation of the base board, removal and disposal of excess material, and final cleaning.

P. Painting and staining shall be paid by the square foot of area painted or stained and shall be full compensation for preparation of the area to be painted or stained, material cost, labor, and clean up.

Q. Interior stain/varnish shall be paid by the linear foot of material stained/varnished and shall be full compensation for preparation, material, labor, and clean up.

PART 3 EXECUTION

3.01 Line Items must be validated by the COR.

3.02 Not all items will be required for every delivery order.

01300 - 1

SECTION 01300

SUBMITTALS

PART 1 GENERAL

1.01 SUBMITTALS

The following paragraphs indicate the requirements for submittals by the Contractor. All items listed in the Schedule of Material Submittals shall be submitted in accordance with the following paragraphs.

A. At all times the Contractor remains responsible for ensuring that the work is performed in strict accordance with the contract requirements. The fact that a non-conforming submittal may be accepted and inadvertently approved by the Government does not, in any way, relieve the Contractor of this responsibility. Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in the submittals, nor from the responsibility of complying with the requirements of the contract, unless the variations have been described and approved in strict accordance with the procedures set forth in the Code of Federal Regulations, 48CFR 52.236-21, Specifications and Drawings for Construction clause, paragraph (f).

B. Definitions

1. Submittal - General term that includes any item that is required to be provided by the Contractor to the Government to identify product descriptive literature, drawings, sketches, and schematics that indicate and show a fabrication or installation method or technique; or any other model or sample of actual items or methods to include product data sheets, shop drawings, or samples.

2. Product Data - Descriptive literature or data that describes the physical properties of a product or material item that the Contractor intends to use in doing the work.

Such descriptive data should enable the Contracting Officer to verify that the intended item meets the necessary requirements of the specifications.

3. Shop Drawings - A sketch, drawing, or schematic that is prepared by or for the Contractor that illustrates or shows how certain products or material items will be assembled, installed, interconnected, or fabricated for this contract.

4. Sample - An actual piece of material, product, or equipment that the Contractor intends to furnish, use, or install on the project.

1.02 PRODUCT DATA

A. Preparation:

1. Clearly mark each copy to identify pertinent products or models.

2. Show performance characteristics and capacities.

3. Show dimensions and clearances required.

4. Show wiring or piping diagrams and controls.

5. Show any other information requested in the specification sections.

B. Modify drawings and diagrams to delete information that is not applicable to the work.

C. Supplement standard information to provide information specifically applicable to the work.

1.03 SHOP DRAWINGS

01300 - 2

A. Drawings shall be presented in a clear and thorough manner.

B. Details shall be identified by reference to sheet, detail, schedule, and room numbers shown on the project drawings.

1.04 SAMPLES

A. Product samples shall be of sufficient size and quantity, unless a size is specified, to clearly illustrate:

1. Functional characteristics of the product with integrally related parts and attachment devices.

2. Full range of color, texture, and pattern.

B. Field samples and mock-ups:

1. Fabricate each sample and mock-up complete and finished.

1.05 CONTRACTOR RESPONSIBILITIES

A. Review shop drawings, product data and samples prior to submission. All submittals shall be made through and approved by the General Contractor. Submittals will not be accepted directly from sub-contractors.

B. Determine and verify:

1. Field measurement.

2. Field construction criteria.

3. Catalog numbers and similar data.

4. Conformance with specifications.

C. Coordinate each submittal with the requirements of the work and of the Contract Documents.

1.06 SUBMISSION REQUIREMENTS

A. Make submittals promptly in accordance with the approved schedule in such sequence as to cause no delay in the work or in the work of any contractor.

B. Number of submittals required:

1. Shop Drawings: The Contractor shall submit complete shop drawings to demonstrate compliance with the contract drawings. The shop drawings shall include complete details for the installation of the work. Submit pdf copy of shop drawings.

2. Product Data: Contractor shall receive approval by the COR on each submittal item prior to ordering or installing each item. Submit pdf copy of product data.

3. Samples: Submit the number stated in each specification section. Some samples submitted will not be returned to the Contractor for incorporation into the project.

Samples retained by the Government will be used for comparison of materials installed on site.

4. All submittals shall be sent directly to DPW either electronically (preferred method) or in paper copy, but not both. Please do not duplicate as this will cause for delays in the turnaround time of your submittals. There will be a box at the

01300 - 3 main entrance desk in Building 2171 for submittals. Electronic submissions shall be sent to: mcco.dpw.inspections@conus.army.mil.

C. Submittals shall contain:

1. Transmittal cover sheet, ENG FORM 4025-R, Sep 93.

2. The date of submission and the dates of any previous submissions.

3. The project title and number.

4. Contract identification.

5. The names of:

a. Contractor.

b. Supplier.

c. Manufacturer.

6. Identification of the product with the specification section number.

7. Field dimensions, clearly identified as such.

8. Applicable standards such as ASTM or Federal Specification numbers.

9. Identification of deviations from Contract Documents.

10. Identification of revisions on re-submittals.

D. Resubmission Requirements:

1. Make any corrections or changes in the submittals required by the KO and resubmit until approved.

mailto:mcco.dpw.inspections@conus.army.mil

01300 - 4

SECTION 01300

SCHEDULE OF MATERIAL SUBMITTALS

A. To be submitted 20 calendar days or sooner after the Notice to Proceed is issued on the first delivery order. “A” submittals are only required one time during the entire contract as long as the information submitted does not change during the contract. If the information changes, the affected submittal will require resubmission.

B. To be submitted 20 days or sooner after the Notice to Proceed is issued for each delivery order.

C. To be submitted 20 days or sooner after the Notice to Proceed is issued each building on all delivery orders.

D. To be submitted 14 days prior to Final Inspection for each building on all delivery orders.

FAMILY HOUSING FLOORING AND PAINTING FY13 – FY18

Fort McCoy, WI

FILE# 8085

ITEM

NO.

SECTION, PARA

NO, LETTER

DESCRIPTION OF

MATERIAL

DATE

REQ

DATE

APPR

DATE

DISAPPR

SUBMIT

NO.

1. 01000, 1.04 I Waste Reports D

2. 01000, 1.12 A, B Material Warranties D

3. 01400, 1.03 A Accident Prevention Plan A

4. 03540, 1.03 A Product Data: Cementitious Underlayment

A

5. 09300, 1.03 A Product Data: Ceramic Tile A

6. 09300, 1.03 B Samples: Ceramic Tile A

7. 09627, 1.03 A Product Data: Laminate Flooring

A

8. 09627, 1.03 B Samples: Laminate Flooring A

9. 09627, 1.03 C Installation Instructions:

Laminate Flooring

A

10. 09627, 1.03 D Warranty: Laminate Flooring A

11. 09627, 1.04 A Maintenance Data: Laminate Flooring

A

12. 09650, 1.03 A Product Data: Resilient Flooring and Accessories

A

13. 09650, 1.03 B Samples: Resilient Flooring A

14. 09650, 1.03 C Warranty: Resilient Flooring A

01300 - 5

FAMILY HOUSING FLOORING AND PAINTING FY13 – FY18

Fort McCoy, WI

FILE# 8085

ITEM

NO.

SECTION, PARA

NO, LETTER

DESCRIPTION OF

MATERIAL

DATE

REQ

DATE

APPR

DATE

DISAPPR

SUBMIT

NO.

15. 09681, 1.03 A Product Data: Carpeting A

16. 09681, 1.03 B Samples: Carpeting A

17. 09681, 1.03 C O&M Data: Carpeting A

18. 09900, 1.03 A Product Data: Paint and Stain A

19. 09900, 1.03 B Color Charts: Paint and Stain A

20.

21.

22.

23.

24.

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01300 - 6

FAMILY HOUSING FLOORING AND PAINTING FY13 – FY18

Fort McCoy, WI

FILE# 8085

ITEM

NO.

SECTION, PARA

NO, LETTER

DESCRIPTION OF

MATERIAL

DATE

REQ

DATE

APPR

DATE

DISAPPR

SUBMIT

NO.

44.

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47.

48.

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52.

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54.

PART 2 PRODUCTS—NOT USED

PART 3 EXECUTIONS—NOT USED

01400 - 1

SECTION 01400

SPECIAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY

A. This section provides guidelines for the preparation of accident prevention plans and the implementation of the accident prevention clause which is this specification and the U.S.

Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1.

B. The U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1- 1 is available from Government bookstores operated by the Government Printing Office.

Government bookstores are located in most major cities including Milwaukee, Chicago, Kansas City, Denver, and Pueblo, Colorado.

1.02 PRECONSTRUCTION CONFERENCE

A. A preconstruction conference will be scheduled prior to beginning of site work at which time the Contracting Officer will review and discuss requirements relative to planning and administration of the overall safety program.

1.03 SUBMITTALS

A. The following shall be submitted in accordance with Section 01300 Submittal Procedures:

1. Accident Prevention Plan

1.04 ACCIDENT PREVENTION PLAN

A. The Contractor shall submit, prior to the start of on site construction activity, a proposed Accident Prevention Plan which shall be the accident prevention policy to be followed by all of the Contractor’s and subcontractor’s personnel and supervisory staff during performance of the work.

B. Requirements:

1. The proposed plan shall be developed after a careful analysis of the work involved and shall be tailored specifically to the conditions of this project. The Contractor’s accident prevention plan shall contain, as a minimum, the following general information or procedures for the activity indicated. The Contractor shall submit his plan for review and acceptance prior to commencing work.

2. The Contractor shall designate an onsite employee as the individual responsible for ensuring the accident prevention plan is implemented and enforced.

3. Explain procedures to assure that subcontractor(s) fully comply with the accident prevention plan.

4. Indoctrination of New Employees: The plan shall include provisions for advising workers of the purpose of the accident prevention plan, specific hazards on the job and precautions to be taken, emergency procedures, information concerning tool box safety meetings, required personal protective equipment, cleanup rules and location of company safety rules (posting or handout).

5. Hold weekly "Tool Box" safety meetings. Timely safety subjects shall be determined by a responsible individual. Employees will be informed of the time, 01400 - 2 location, subject, and who will conduct the meeting. Identify procedures for including subcontractors.

C. Fire Prevention and Protection:

1. Identify sources of fire protection. Insure adequate fire extinguishers, water barrels, or other fire-fighting equipment is located on site.

2. Explain prevention activities to include storage areas and special hazards such as welding and use of flammable liquids, and other special hazards.

D. Housekeeping:

1. Daily cleanup of all debris and waste materials is required. Adequate disposal containers should be placed strategically around the site. Debris shall be removed on a regular basis.

2. Explain procedures that include use of barrels, dumpsters, trash chutes, etc.

E. Mechanical Equipment Inspection:

1. All mechanical equipment (trucks, cranes, forklifts, backhoes, graders, etc.) shall be inspected prior to use and at fixed intervals throughout the life of the contract.

2. Explain how inspections will be accomplished (frequency, by whom, and records to be kept).

F. First Aid and Medical Facilities:

1. First aid facilities shall be made available on the job site. Arrangements for emergency medical attention shall be made prior to start of work.

2. All emergency numbers (doctor, hospital, ambulance, fire department) shall be posted at the project job trailer or at another accessible location on the project site.

G. Sanitation:

1. Include provisions for toilet facilities, drinking water, and washing facilities. A sufficient number of toilet facilities as specified in EM 385-1-1 shall be provided unless permission is granted to use existing facilities (portable chemical are authorized).

2. Insure safe drinking water and individual cups are available.

3. For the projects where corrosive or toxic materials are used, separate washing facilities are required.

H. Safety Promotions:

1. The Contractor shall promote accident prevention. Identify method (posters, awards, etc.).

I. Accident Reporting:

1. All accidents (employee injuries, vehicle, building, or equipment damage, etc.)

regardless of their severity, shall be reported to the onsite Government representative or to the Contracting Officer, who in turn will advise the Contractor of forms to be submitted and timeframes.

J. Job Hazard Analysis

01400 - 3

1. When job situations change and it is necessary to alter safety requirements, a Job Hazard Analysis will be accomplished, documented, and added as an addendum to the Accident Prevention Plan.

2. Each Job Hazard Analysis shall include, but not be limited to, a description of the work, probable hazards related to that work and positive precautionary measures to be taken to reduce or eliminate each hazard. An example of changing situations may be new subcontractors performing work such as earth moving, trenching, concrete work, roofing, electrical, masonry, etc. The onsite Government representative will determine the format and amount of detail required of the written plan.

1.05 EXCAVATION AND TRENCHING

A. The standards for excavation and trenching are outlined in 29 CFR Part 1926, Subpart P.

These standards shall be followed in addition to those outlined in EM 385-1-1.

1.06 CONFINED SPACES

A. The standards for confined spaces as outlined in 29 CFR Part 1910.146 and Part 1926 are to be used in place of Section 06.I of EM 385-1-1.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION – NOT USED

03540-1

SECTION 03540

CEMENTITIOUS UNDERLAYMENT

PART 1 GENERAL

1.01 SCOPE

A. Resurfacing of interior wood substrates.

B. Resurfacing of interior concrete substrates.

1.02 REFERENCES

A. AASHTO M148 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete (same as ASTM C 309).

B. ASTM C 1107 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (No shrink).

1.03 SUBMITTALS

A. Product Data: Cementitious Underlayment.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Store products in manufacturer's unopened packaging until ready for installation.

B. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with applicable regulations.

1.05 QUALITY ASSURANCE

A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum 5 years experience.

B. Installer: Company specializing in performing work of this section with minimum 5 years experience.

1.06 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Mapei Corporation.

B. Ardex.

C. Government approved equal.

2.02 INTERIOR PRODUCTS

A. Cementitious Underlayment: Pre-blended cementitious, for thicknesses from feather edge.

1. Acceptable Product “SELF-LEVELING”: High-Hydrating cement-based, quick-setting, self-leveling, self-drying; for over cured concrete, 03540-2 any wood underlayment that is recommended or guaranteed by either the wood manufacturer or the floor-covering manufacturer (such as exterior-grade plywood, Group 1, CC type), ceramic tile, old cutback adhesive and old vinyl and vinyl composition flooring, feather edge to 1 1/2".

2. Acceptable Product “PATCHING / SKIMCOATING/SLOPING”: Ultra- Fast setting, self-curing, patching, polymer-modified, cement-based; for over cured concrete, any wood underlayment that is recommended or guaranteed by either the wood manufacturer or the floor-covering manufacturer (such as exterior-grade plywood, Group 1, CC type), ceramic tile, old cutback adhesive and old vinyl and vinyl composition flooring, feather edge to 1/2".

3. Primer: As recommended by topping manufacturer.

PART 3 EXECUTION

3.01 EXAMINATION

A. Do not begin installation until substrates have been properly prepared per manufacturer’s recommendations.

3.02 PREPARATION

A. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.03 INSTALLATION

A. Install in accordance with manufacturer's instructions and floor covering manufacturer’s requirements.

B. Wood subfloors shall be skim coated with an approved cementitious material prior to installation of flooring material.

3.04 PROTECTION

A. Protect installed products until completion of project.

B. Touch-up, repair, or replace damaged products prior to Final Inspection.

C. Protect work of other trades from damage.

3.05 CLEANING

A. Clean all excess material from surrounding areas (i.e. walls, door frames, etc.).

B. Remove all packaging material from job site.

09300 - 1

SECTION 09300

CERAMIC TILE

PART 1 GENERAL

1.01 SCOPE

A. Section includes ceramic tile for floors and walls using thin-set application method; cementitious backer board as tile substrate, thresholds at door openings, and ceramic accessories.

1.02 REFERENCES

A. American National Standards Institute:

1. ANSI A108.1 - Installation of Ceramic Tile, A collection.

2. ANSI A108.10 - Specifications for Installation of Grout in Tilework.

3. ANSI A108.1A - Specifications for Installation of Ceramic Tile in the Wet-Set Method with Portland Cement Mortar.

4. ANSI A108.1B - Specifications for Installation of Ceramic Tile on a Cured Portland Cement Mortar Setting Bed with Dry-Set or Latex Portland Cement Mortar.

5. ANSI A108.1C - Specifications for Contractors Option: Installation of Ceramic Tile in the Wet-Set Method with Portland Cement Mortar -or- Installation of Ceramic Tile on a Cured Portland Cement Mortar Setting Bed with Dry-Set or Latex Portland Cement Mortar.

6. ANSI A108.4 - Specifications for Ceramic Tile Installed with Organic Adhesives or Water-Cleanable Tile Setting Epoxy Adhesive.

7. ANSI A108.5 - Specifications for Ceramic Tile Installed with Dry-Set Portland Cement Mortar or Latex-Portland Cement Mortar.

8. ANSI A108.7 - Specifications for Electrically Conductive Ceramic Tile Installed with Conductive Dry-Set Portland Cement Mortar.

9. ANSI A108.8 - Specifications for Ceramic Tile Installed with Chemical- Resistant Furan Mortar and Grout.

10. ANSI A118.1 - Standard Specification for Dry-Set Portland Cement Mortar.

11. ANSI A118.4 - Latex-Portland Cement Mortar.

12. ANSI A118.5 - Chemical-Resistant Furan Mortar and Grout.

13. ANSI A118.6 - Ceramic Tile Grouts.

14. ANSI A118.9 - Test Methods and Specifications for Cementitious Backer Units.

15. ANSI A136.1 - Organic Adhesives for Installation of Ceramic Tile.

16. ANSI A137.1 - Ceramic Tile.

B. ASTM International:

09300 - 2

1. ASTM C847 - Standard Specification for Metal Lath.

C. Tile Council of America:

1. TCA - Handbook for Ceramic Tile Installation.

1.03 SUBMITTALS

A. Product Data: Submit data for ceramic tile, describing physical, and performance characteristics; sizes, patterns, colors available, and method of installation.

B. Samples: Submit 2 each full size samples of ceramic tile.

1.04 QUALITY ASSURANCE

A. Perform Work in accordance with TCA Handbook and ANSI A108 Series/A118 Series.

B. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience.

C. Installer: Installer must use manufacturer recommended installation procedures and materials.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Protect adhesives and grouts from freezing or overheating.

1.06 ENVIRONMENTAL REQUIREMENTS

A. Do not install adhesives and grouts in unventilated environment.

B. Maintain ambient and substrate temperature within manufacturer’s tolerances during installation and curing of mortar materials.

PART 2 PRODUCTS

2.01 TILE

A. Acceptable Manufacturers:

1. American Olean Tile Co.

2. Dal-Tile International.

3. Government approved equal.

2.02 COMPONENTS

A. Ceramic Tile: ANSI A137.1, conforming to the following:

1. Moisture Absorption: 0.5 to 3.0 percent.

2. Size: To match existing or 12 inch by 12 inch.

3. Shape: Square.

4. Edge: Square.

5. Surface Finish: Matte glazed.

6. Color: Earth tones to be selected by the COR.

B. Ceramic base: ANSI A137.1, conforming to the following:

1. Moisture Absorption: 0.5 to 3.0 percent.

09300 - 3

2. Size: To match existing or 4 inch by 12 inch.

3. Shape: Square.

4. Edge: Square.

5. Surface Finish: Matte glazed.

6. Color: Earth tones to be selected by the COR.

C. Ceramic Tile (Accessories): ANSI A137.1, conforming to the following:

1. Moisture Absorption: 0.5 to 3.0 percent.

2. Size: Manufacturer’s standard for accessory pieces.

3. Surface Finish: Glazed.

4. Color: Earth tones to be selected by the COR.

2.03 ACCESSORIES

A. Adhesive Materials:

1. Tile Setting Adhesive: Elastomeric and waterproof.

B. Grout Materials:

1. Standard Grout: Latex-Portland cement type as specified in ANSI A118.6.

a. Color: As selected by the COR.

C. Cleavage Membrane: No. 15 asphalt saturated felt.

D. Cementitious Backer Board: ANSI A118.9; High density, cementitious, glass fiber reinforced, 1/2 inch thick; 2 inch wide coated glass fiber tape for joints and corners.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify surfaces are ready to receive work.

3.02 PREPARATION

A. Protect surrounding work from damage.

B. Vacuum clean surfaces.

C. Seal substrate surface cracks with manufacturer approved filler.

D. Install cementitious backer board per manufacturer’s recommendations.

3.03 INSTALLATION

A. Install tile and grout in accordance with applicable requirements of ANSI A108.1 through A108.10 and TCA Handbook recommendations.

B. Do not interrupt tile pattern through openings.

C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners, align floor, base and wall joints.

09300 - 4

D. Place tile with joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar, or excess grout.

1. Ceramic Tile: 1/8 inch joint width.

E. Install ceramic accessories rigidly in prepared openings.

F. Sound tile after setting. Replace hollow sounding units.

G. Keep existing expansion/control joints free of adhesive or grout. Apply sealant to joints.

H. Allow tile to set for a minimum of 24 hours prior to grouting.

I. Grout tile joints. Use standard grout.

J. Installation Method:

1. Floors: Thin-Set.

2. Walls: Mastic.

3.04 CLEANING

A. Clean tile and grout surfaces per manufacturer’s recommendations.

3.05 PROTECTION OF INSTALLED CONSTRUCTION

A. Do not permit traffic over finished floor surface for 2 days after installation.

09627-1

SECTION 09627

DECORATIVE LAMINATE FLOORING

PART 1 GENERAL

1.01 SCOPE

A. High Pressure Decorative Laminate Flooring.

B. Floating foam underlayment.

C. Trims and moldings.

D. Adhesives.

1.02 REFERENCES

A. ASTM E 648 - Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source.

B. ASTM E 662 - (Smoke Generation) Maximum Specific Optical Density.

C. ASTM E 90 - (Classified by E 413) Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements (STC).

D. ASTM E 492 - (Classified by E 989) Standard Test Method for Laboratory Measurement of Impact Sound Transmission Through Floor-Ceiling Assemblies Using the Tapping Machine (IIC).

E. ASTM F 970 - (Standard & Modified) Test Method for Static Load Limit.

F. ASTM F 710 - Standard Practice for Preparing Concrete Floors.

G. ASTM F 1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride.

H. ASTM F 2170 - Standard Test Method for Determining Relative Humidity in Concrete Slabs Using In-Situ Probes.

1.03 SUBMITTALS

A. Product Data: Submit manufacturer's catalog information laminate flooring and manufacturer's technical data for flooring and accessories supplied by one manufacturer, including leveling and patching compounds, and adhesives.

B. Samples: Submit the manufacturer's standard samples showing the selected design visual for flooring and all applicable accessories.

C. Manufacturer's Installation Instructions:…