W911SA-16-B-0008_Attachment_4_Specifications.pdf

SPECIFICATIONS

ROOFING IDIQ

CONTRACT

FY 17 – FY 20

FORT MCCOY, WISCONSIN

PROJECT NO:

DRAWING NO: 47-018-1389

March 2016 Roofing IDIQ FY17-FY20 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 01031 Hazardous Material Abatement Section 01300 Submittals Section 01400 Special Safety Requirements

DIVISION 2

Section 02060 Selective Building Demolition Section 02923 Landscape Preparation Section 02930 Seeding, Maintained Areas

DIVISION 3 – 5 NOT USED

DIVISION 6

Section 06112 Framing and Sheathing

DIVISION 7

Section 07311 Asphalt Shingles Section 07714 Gutters and Downspouts

DIVISION 8 – 14 NOT USED

DIVISION 15

Section 15550 Breeching, Chimneys and

Stacks

DIVISION 16 NOT USED

END OF SECTION

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 off post at the Contractor’s expense including but not limited to;

1. Remove existing asphalt shingles, felt paper, drip edge and all associated flashings.

2. Contractor shall remove and replace any water damaged or rotted roof boards, facia, sub-facia and rafters. These items will be paid on a line item basis per Section 01019.

3. Removal could include: asbestos siding, damaged gutter/downspout (damaged prior to construction), metal chimney flashing, masonry chimney and rubber boot/pipe flashing. These items will be paid on a line item basis per Section 01019.

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 dimensional or 3 tab asphalt shingles (depending on joint scope agreement) along with associated flashing to include drip edge, synthetic roofing underlayment, ice dam membrane, ridge vent/roof vents, and rubber pipe flashing.

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.

B. These buildings will be subject to annual heat deactivation by the Government and cold weather conditions. All products used must be able to withstand freezing conditions.

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

01000 - 2

A. General: This section is intended to include temporary utilities and temporary construction facilities to be provided by the Contractor unless otherwise stated below.

B. 120 VAC, 60 Hz electricity and lighting is currently in the building(s) and is available for use. The electricity used will be provided by the Government at no cost to the Contractor.

1. Temporary electricity, if required, 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.

C. Temporary heating, cooling, and ventilation

1. Furnish, install, and maintain all temporary systems and equipment required to maintain specified or required environmental conditions during the progress of the work. Remove upon completion of work at the expense of the Contractor.

2. Government provided electricity will not be used for heating.

D. 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.

E. Temporary Water

1. Water for construction purposes is available from an existing water connection in building scheduled for work to be performed. Capacity is estimated to be not less than 10 GPM at 45 psi. Water is city water quality and contains sodium hypochlorite.

2. The Contractor shall furnish anti-siphon and backflow prevention devices on all temporary water connections.

3. 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.

4. The water used will be furnished by the Government.

01000 - 3

F. Temporary Sanitary Facilities

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

2. The Contractor shall be responsible for providing and paying for temporary toilet and sanitary facilities. The Contractor shall pay rental fees and cleaning charges and shall remove the facilities when the project is completed.

3. The COR or Construction Inspector shall approve the site location for all temporary sanitary facilities.

4. Contractor shall maintain all such facilities used in a clean and sanitary condition.

G. Temporary Enclosures

1. Contractor shall provide temporary enclosures as necessary for this project to provide weather protection for materials, allow for temporary heating, and to prevent entry of unauthorized persons.

2. Provide temporary, weather-tight enclosure of exterior walls for successive areas of buildings as work progresses.

3. Provide temporary doors with padlocks.

4. Enclosures shall be removable as necessary and for hauling of materials.

5. Temporary partition and ceiling enclosures shall consist of framing and sheet materials which comply with the structural and fire rating requirements of applicable codes and standards.

6. Close joints between sheet materials and seal edges and intersections to prevent penetration of dust and moisture.

7. During roof shingle removal, safeguarding of roof sheathing from rain and snow is required.

H. Barriers and Fences

1. Contractor shall provide, install, maintain, and remove suitable barriers to prevent public entry and to protect the work site.

2. Such barriers shall be erected to provide a safety barrier around such portions of the project that could cause injury or destruction of property and to provide general security for the affected project site.

3. Materials to be used are at the Contractor’s option and expense.

4. Barriers and fence shall be posted with appropriate warning signs. Place warning signs at the construction area perimeter designating the presence of construction hazards requiring unauthorized persons to keep out. Signs must be placed on all sides of the project, with at least one sign every 300 feet. All points of entry shall have signs designating the construction site as a hard hat area.

5. Fencing shall be provided along the construction site at all open excavations and tunnels to control access by unauthorized people. Fencing must be installed to restrain a lateral force of at least 200 pounds.

01000 - 4

I. Security

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

2. Existing Government buildings and facilities shall be protected by the Contractor during the contract when the work involves openings into existing Government buildings. The degree of protection shall not be less than what currently exists.

3. The Contractor shall provide temporary doors, locks, and barricades to prevent unauthorized access to the construction site and existing buildings.

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

J. 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.

3. Contractor is responsible for any snow removal required for access or site work.

K. Traffic Work

1. All work around or involving roadways, to include roadway excavations and utility crossings, will be conducted in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) – FHWA, Latest Edition.

2. The Contractor shall provide and ensure appropriate road closure and detour signs are established as necessary for traffic management. All road closures shall be coordinated with the Contracting Officer in advance.

Road closures shall require a road closure plan showing the location of signage.

L. 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.

01000 - 5

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

M. 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), 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.

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.

O. Access and General Protection/Security Policy and Procedures

1. The contractor and all associated subcontractors’ employees shall provide all information required for background checks to meet installation access requirements to be accomplished by Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and /or local policy. The contractor and all associated subcontractors’ employees shall also comply with adjudication standards and procedures using the National Crime Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation /facility access and local security policies and procedures (provided by government representative). In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security

01000 - 6 matters or processes. The Government may require monthly participation in the Installation Random Antiterrorism Program.

P. Contractor’s Requiring Common Access Card (CAC)

1. Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DOD facility and access, via logon, to DOD networks on-site or remotely; (2) Remote access, via logon, to a DOD network using DOD-approved remote access procedures; or (3) Physical access to multiple DOD facilities or multiple non- DOD federally controlled facilities on behalf of the DOD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI.

1.05 QUALITY CONTROL

A. All plumbing work shall be performed by plumbers licensed by a state licensing board. The cost of the work shall include all State permit fees and approval for the installation of backflow prevention devices. Proof of certification is required.

B. No person may do electrical work unless a master electrician is at all times responsible for the quality of the job. All electrical work shall be supervised by a state licensed Master electrician. Proof of certification is required.

C. All hazardous material abatement shall be supervised by a certified asbestos supervisor and a certified lead base paint supervisor.

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

A. Provide one (1) PDF copy of equipment maintenance and operation manuals for all major pieces of equipment and fixtures. Where the Contractor has installed entire systems or has assembled or interconnected several subsystems such as heating, ventilating, or special electrical systems, the Contractor shall include a written narrative of how each system or subsystem operates and how the overall system is intended to be operated, complete with diagrams showing flow routes or electrical interconnections.

B. Drawings:

1. Supplement product data with drawings as necessary to clearly illustrate:

01000 - 7

a. Relations of component parts of equipment and systems.

b. Control and flow diagrams.

2. Coordinate drawings with the information in project record documents to assure correct illustration of completed installation.

C. Written text, as required to supplement product data for the particular installation:

1. Organize in consistent format under separate headings for different procedures.

2. Provide logical sequence of instructions for each procedure.

D. Content, for each unit of equipment and system, as appropriate:

1. Description of unit and component parts;

a. Function, normal operating characteristics, and limiting conditions.

b. Performance curves, engineering data, and test results.

c. Complete nomenclature and commercial number of replaceable parts.

2. Operating procedures;

a. Start-up, break-in, routine, and normal operating instructions.

b. Regulation, control, stopping, shut-down, and emergency instructions.

c. Summer and winter operating instructions.

d. Special operating instructions.

3. Maintenance procedures;

a. Routine operations.

b. Guide to “Trouble-Shooting.”

c. Disassemble, repair, and reassemble.

d. Alignment, adjusting, and checking.

4. Servicing and lubrication schedule including a list of required lubricants.

5. Manufacturer’s printed operating and maintenance instructions.

6. Description of sequence of operations by control manufacturer.

7. Original manufacturer’s parts list, illustrations, assembly drawings, and diagrams required for maintenance:

a. Predicted life of parts subject to wear.

b. Items recommended to be stocked as spare parts.

8. As-installed control diagrams by controls manufacturer.

9. Each Contractor’s coordination drawings:

a. As-installed color coded piping diagrams.

01000 - 8

b. As-installed color coded electrical and systems diagrams.

10. Charts of valve tag numbers, with location and function of each valve.

11. List of manufacturer’s spare parts, manufacturer’s current prices, and recommended quantities to be maintained in storage.

12. Other data as required under pertinent sections of specifications.

E. Prepare and include additional data when the need for such data becomes apparent for the training of government personnel.

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.

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.

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.

01000 - 9

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

1.11 SCHEDULING AND COORDINATING WORK

A. Contractor shall submit the proposed construction schedule, in accordance with the FAR clause entitled schedule for construction contracts. Attached to the construction schedule shall be a horizontal bar chart with a separate line for each major portion of work, identifying the first work day of each week. Distribute copies of the approved schedule to the project site file, subcontractors, suppliers, and other concerned parties.

1. The Contractor shall at the Pre-construction Conference or if no Pre-con is held. Within 20 calendar days of award, prepare and submit their schedule in the form of a Gantt Chart for approval. This schedule shall show at a minimum critical path, float, owner of float, milestones, baseline, elements of work, and duration of each significant element of work. The submitted schedule shall be approved prior to beginning work.

2. The Contractor shall maintain the original schedule/Gantt Chart throughout the life of the project and show actual schedule achievement in tandem with the original schedule and shall update the approved schedule bi-weekly to display time gained or lost against the original schedule. If in the opinion of the Contracting Officer the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve progress, including those steps that may be required by the Contracting Officer, without additional cost to the Government. The Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart from as the Contracting Officer deems necessary to demonstrate how the approved increased effort shall regain the original schedule of progress. FAR 52.236-15

B. The Contractor shall be specifically responsible for the coordination of all phases of work under this contract within the approved construction schedule.

C. 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.

D. 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.

E. The Contractor shall provide 10 working days notice for any utility outage.

Outages shall be shown on the schedule provided. Emergency utility outages shall be reviewed by the Contracting Officer/Inspector prior to utility outage.

Expenses/damages caused by unscheduled led or unapproved utility outages shall be chargeable to the Contractor.

F.

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, 01000 - 10 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. Materials to be demolished:

1. 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.

B. Existing materials may only be reused/relocated as specifically allowed per the contract drawings and specifications.

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. All materials shall be of the latest type or model currently being produced by the manufacturer.

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

PART 3 EXECUTION

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 48 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, underground utilities, utilities located behind walls, and work located below finish floors.

B. When the contractor considers the work complete, submit written certification confirming:

1. Contract documents have been reviewed.

2. Project submittals have been completed.

3. Work has been inspected by the Contractor for compliance with the contract.

4. Equipment and systems have been tested, balanced, and adjusted for proper operations.

5. Work is complete and ready for final inspection.

01000 - 11

6. Contractor shall provide a requested date for punch list inspection to the Contracting Officer, in writing, not less than 7 working days prior to the proposed date of inspection. Punch list inspections shall be scheduled and conducted to ensure compliance with the contract completion date.

C. The COR will coordinate with the members of the inspection party and establish the punch list inspection date.

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 10 calendar days, unless otherwise determined by the Contracting Officer, to remedy the stated deficiencies.

3. The Contractor shall provide a second written certification and request re-inspection to be scheduled not later than the 10 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 Contracting Officer’s 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.

D. 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

A. After equipment installations are completed, the Contractor shall conduct an operating test for approval. The test shall demonstrate that the operating and installation requirements of the specifications have been met. The test shall be performed in the presence of the COR.

3.04 CLEANING

A. During Construction:

01000 - 12

1. The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials. Contractor shall ensure all affected areas are "broom clean" and all tools shall be secured at the close of each work day. Before requesting a Final Inspection, the Contractor shall remove from the work and premises any rubbish, tools, scaffolding, equipment, and materials that are not the property of the Government. Upon completing the work, the Contractor shall leave the work area in a fully cleaned, neat, and orderly condition satisfactory to the Contracting Officer. FAR 52.236-12

B. Dust Control

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 buildings, 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.

e. Clean or replace filters of mechanical equipment.

f. Clean roofs, gutters, downspouts, and drainage systems.

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.

3.05 RECORD DRAWINGS

A. Record Drawings:

1. With red pencil or red ink, neatly inscribe all COR approved changes to show final locations and types of partitions, walls, doors, electrical, fire

01000 - 13 alarm system, communication system, plumbing, heating, ventilating, air conditioning services and equipment, and similar work.

2. With red pencil or red ink, neatly inscribe the location of all existing and new exterior utilities. The locating may be accomplished by traditional survey methods or by global positioning system (GPS) satellite equipment supplemented by traditional methods where required. Include the size, material, and depth.

3. With red pencil or red ink, neatly inscribe the location of all new wire routing of electrical and fire alarm, layout and size of the plumbing, valves and duct access points.

4. Locations may be from existing buildings or from base monument system.

Any existing structures used as a survey reference must be checked for conformity to NAD 83 surveying coordinates.

B. Recognize that the base maps which are often the basis for the contract site plans have been prepared from aerial photographs and as such show the roofline instead of the building structure line. Prior to punch list inspection, present these corrected prints to the Government. Note all data and changes on these record drawings in sufficient detail and clarity and provide information necessary for the preparation of “as-built” drawings.

3.06 PROJECT COMPLETION

A. Fourteen (14) calendar days prior to the punch list inspection, submit invoices (Attachment 1) showing the installed cost of each of the following for the Government to apply for Focus on Energy rebates:

1. Windows.

2. Doors.

3. Insulation.

4. Water Heater.

5. Air-Curtains.

6. Air economizer or energy recovery unit.

7. Furnace.

8. Air Conditioners.

9. Air Handlers or Rooftop Units.

10. Variable Frequency Drives (VFD).

01000 - 14

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

01007 - 2

AVATI Asphalt and Vinyl Asbestos Tile Institute

AWI Architectural Woodwork Institute

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

01007 - 3

PPI Plastic Pipe Institute

PS Product Standard of NBS

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 Delivery Order Amount will be determined by summing two components. The first component (CLIN 0001) will consist of line items for which the Contractor and the Government will jointly negotiate the quantities. These quantities will be fixed for the duration of the work. The second component (CLIN 0002) will consist of line items for which the Government will independently estimate the quantities. These quantities will be considered variable, and will be adjusted at the completion of the work to reflect the actual quantities used.

A. The CLIN 0001 line items are identified in Part 2 and can be defined as those for which the quantities can be determined prior to the work proceeding through a review of the proposed scope of work and a negotiation between the Contractor and the Government in a Joint Scoping Meeting. Once these quantities are agreed upon, they will be fixed for the duration of the work.

B. The CLIN 0002 line items are also identified in Part 2 and can be defined as those for which the quantities may vary due to unforeseen conditions discovered during the course of the work. The quantities for these line items will be estimated by the Government and will be defeminized at the completion of the work. The final quantities must be agreed upon by both the Contractor and the Government, after which a contract modification will be issued to adjust the Delivery Order Amount.

1.02 Delivery order completion time shall be determined as follows:

A. The performance time for each line item (CLIN 0001) will be calculated using the following production quantities:

DESCRIPTION PRODUCTION QUANTITIES

Removal and Replacement of Shingles, synthetic roofing underlayment and associated flashing: Eave Height Under 15ft; Roof Slope Under 7/12

19 sq/Day

Removal and Replacement of Dimensional Shingles, synthetic roofing underlayment and associated Flashing: Eave Height Under 15ft; Roof Slope Under 7/12

18 sq/Day

Removal and Replacement of Shingles, synthetic roofing underlayment and associated Flashing: Eave Height Over 15ft; Roof Slope Under 7/12

18 sq/Day

Removal and Replacement of Dimensional Shingles, synthetic roofing underlayment and associated Flashing: Eave Height Over 15ft; Roof Slope Under 7/12

18 sq/Day

Masonry Chimney Demolition 20 vlf/Day

Roof Sheathing Patch: Chimney Demolition 260 sf/Day

Install Metal Chimney 20 vlf/Day

Install Open Valley Flashing 80 lf/Day

Install Ridge Vent 160 lf/Day

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Install Roof Vent 80 per Day

Install Pipe Flashing/Rubber Boot 8 per Day

Asbestos Siding Removal/Installation of Step Flashing, Undersill and Coil Stock

63 sf/Day

Asbestos Siding Removal/ Installation of Flashing and Fiber Cement/Slate Siding

46 sf/Day

Vinyl/Steel Siding Removal/ New Flashing Installation and Reinstall Vinyl/Steel Siding

60 lf/Day

Gable End Flashing Removal/Flashing Installation 72 sf/Day

Removal Step Flashing - Install New End Wall Flashing (Masonry)

46 lf/Day

Remove and Replace Gutter 80 lf/Day

Install New Gutter 120 lf/Day

Install New Splash Block 160 per Day

Install New Down Spout 120 lf/Day

Install New Deck Sheathing 1800 sf/Day

B. The project performance time for each project on the delivery order shall be determined as follows:

1. The quantities of each bid item on CLIN 0001 required to complete a project shall be negotiated and agreed upon by a Government representative and the Contractor.

2. The quantity of each bid item on CLIN 0001 shall be divided by the production quantity for that bid item to determine the time allowed. The time shall be rounded to the next whole day.

3. The total of the times for all bid items on CLIN 0001 used on the project shall be added to determine the project performance time.

4. The period of performance for the work of CLIN 0002 is incidental to that of CLIN 0001.

C. The project performance time shall then have five days added for submittals and the total performance days will be the delivery order completion time. If two or more projects are included on one delivery order, then all project performance times shall be totaled prior to adding time for submittals.

1.03 Completion time on a delivery order starts on the day the order is issued unless stated otherwise. Individual delivery orders could require concurrent performance dependent upon the issue date of the delivery order.

1.04 Liquidated damages will apply for this contract. See the contract documents for more information.

1.05 It is the intent of the Government to issue a delivery order to re-roof one building immediately following the award of this contract. After award, a joint scoping meeting will be held to negotiate quantities for CLIN 0001. The estimated quantities for this project have been attached for information only.

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PART 2 PRODUCTS

2.01 CONTRACT LINE ITEM (CLIN) 0001: JOINT SCOPE AGREEMENT

A-D. Removal and Installation of asphalt shingles, felt paper, and drip edge shall be paid by the square of asphalt shingles installed and shall be full compensation for removal and disposal of existing asphalt shingles; installation of new synthetic roofing underlayment, drip edge, and dimensional or 3 tab asphalt shingles (depending on joint scope agreement); cleanup; and landscape restoration.

E. Removal of masonry chimney shall be paid by the vertical linear foot of masonry chimney removed to below the roof line and shall be full compensation for removal and disposal of masonry chimney removed.

F. Installation of roof sheathing and framing to patch chimney area shall be paid by the square foot of roof sheathing installed and shall be full compensation for new roof sheathing and installation.

G. Installation of metal chimney and associated flashing shall be paid by the vertical linear foot of metal chimney installed and shall be full compensation for the installation of new metal chimney and flashing, vent from the appliance to the brick chimney, through the chimney and roof.

H. Installation of open valley flashing shall be paid by the linear foot.

I. Installation of ridge vent shall be paid by the linear foot.

J. Installation of roof vent shall be paid by each roof vent installed.

K. Installation of pipe flashing/rubber boot shall be paid by each pipe flashing/rubber boot installed.

L. Removal of asbestos siding and installation of step flashing, under sill, and flashing shall be paid by the square foot of siding removed and shall be full compensation for installation of new flashing and step flashing and flashing/coil stock. Refer to 1/A7.1.

M. Removal of asbestos siding and installation of flashing, siding, and painting of siding shall be paid by the square foot of siding removed and shall be full compensation for installation of flashing, siding and painting. Refer to 1/A7.2.

N. Removal of vinyl/steel siding and installation of new step flashing and reinstallation of vinyl/steel siding shall be paid by the lineal foot of flashing removed and shall be full compensation for installation of new step flashing and reinstallation of vinyl/steel siding. Refer to 4/A7.1.

O. Removal of gable end flashing and installation of flashing shall be paid by the square foot of flashing removed and shall be full compensation for new flashing and installation. Refer to 1/A7.1.

P. Removal of step flashing and installation of new end wall flashing shall be paid by the square foot of flashing removed and shall be full compensation for new flashing and installation. Refer to 3/A7.2.

Q. Removal and installation of gutter shall be paid by the linear foot of gutter installed and shall be full compensation for removal and disposal of existing gutter, installation of new gutter, hangers, sealant, and connectors, and clean up.

R. Installation of new gutter shall be paid by the linear foot and shall be full compensation for gutters, hangers, sealant, and connectors installed.

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S. Installation of new splash block shall be paid by each splash block installed.

T. Installation of new down spouts and elbows shall be paid by the linear foot of downspout installed and shall be full compensation for down spout, three (3) elbows, and hangers installed.

U. Installation of new deck sheathing shall be paid by the square foot of sheathing installed. It shall be full compensation for the cutting, placing, and fastening of 7/16” Oriented Strand Board over the existing roof boards. Placement and fastening shall occur after all existing shingles, underlayment, and old shingle nails have been removed. Contractor shall make cuts to sheathing where necessary to maintain existing utility, venting, and roof anchor penetrations/provisions. Contractor shall stagger sheathing seams and maintain a 1/8” gap between installed sheets and penetrations/provisions to allow for sheathing expansion/swell. Fastener placement shall be 6” on-center at the perimeter of each sheet and 12” on-center, in the field, where the centerline of the top cord of the truss aligns with the new sheathing. Contractor shall use 2-1/2” ring shank nails or approved equivalent.

2.02 CONTRACT LINE ITEM (CLIN) 0002: VARIABLE LINE ITEMS – BID SCHEDULE

A. Installation of roof sheathing over 1inch roof boards shall be paid by the square foot of sheathing installed. This line item will be used when the gaps between the roof boards are greater than one (1) inch.

B. Removal and installation of roof sheathing and framing shall be paid by the square foot of roof sheathing installed and shall be full compensation for removal and disposal of the rotten sheathing and installation of new roof sheathing.

C. Removal and installation of sub-facia be paid by the linear foot of new sub-facia installed and shall be full compensation for removal, disposal and installation of new sub-facia.

D. Removal and installation of facia be paid by the linear foot of facia installed and shall be full compensation for removal, disposal and installation of new facia.

E. Removal and installation of rotted rafters be paid by the linear foot of rafters installed and shall be full compensation for removal, disposal, and installation of new rafters.

F. Removal of additional layers of asphalt shingles shall be paid by the square of asphalt shingles removed.

G. Removal of roof board and installation of shingle-over intake vent shall be paid by the linear foot of shingle-over intake vent installed.

H. Installation of 2x4 sleepers shall be paid by the linear foot of sleepers installed and shall be full compensation for the installation of new 2X4 sleepers and ½” h-clips, and the removal and disposal of roof boards for ventilation. This line item shall be used along with line item 0002A.

I. Installation of 8 inch or larger sub-facia and aluminum facia shall be paid by the linear foot of facia installed and shall be full compensation for the removal of facia and the installation of new sub-facia and facia. This line item shall be used along with line item 0002A.

PART 3 EXECUTION

3.01 Quantities for CLIN 0001 and the respective CLIN for each option year from the bid schedule will be determined at the joint scoping meeting prior to award of the delivery order.

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3.02 Quantities for CLIN 0002 and the respective CLINs for each option year will be estimated for the delivery order and will be paid based on actual quantities measured by the Contractor and Construction Inspector, and agreed upon by the COR.

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

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SECTION 01031

DEMOLITION AND REMOVAL PROCEDURES FOR PROPERTY CONTAINING

HAZARDOUS MATERIALS

PART 1 GENERAL

1.01 SCOPE

A. This contract action is not expected to encounter hazardous waste related to asbestos, lead based paint, PCB containing materials, petroleum, or other. This section describes the requirements for the handling, removal, and recycling/disposal of any and all friable and non-friable asbestos, lead based paint;

PCB containing materials, universal wastes, and Contractor generated hazardous or other regulated waste.

B. The Contractor shall furnish all labor, materials, services, insurance, tools, transportation, personal protective equipment, supervision, and equipment necessary to remove and dispose of all items generated under this contract.

1.02 SUBMITTALS

A. Asbestos Project Notification: Asbestos removal projects greater than 260 linear feet of pipe insulation or 160 square feet of other ACM requires that an “Asbestos Project Notification”, Department Health Services (DHS) Form DHS 159, be filed with the state. A copy of the notification must be submitted. The notification must be postmarked at least 10 days prior to the project starting.

B. Asbestos Waste Tracking Record: Asbestos shipping records shall be signed by the asbestos contractor, the transporter, and the receiving facility and submitted.

The shipping record shall include the information specified in the Wisconsin Administrative Code NR 477.13 Paragraph (4).

C. Universal Waste Disposal: A copy of the “Certificate of Recycling” shall be submitted for all universal waste materials recycled under this contract.

D. Hazardous Material Inventory: A hazardous material inventory for all products requiring a Material Safety Data Sheet (MSDS) shall be provided to the Contracting Office and Environmental Division prior to the start of work. The MSDS must be on file at the work site.

E. Hazardous Waste: The Contractor is considered the “generator” for all hazardous waste generated under this contract. The Contractor shall obtain an EPA Hazardous Waste Generator Identification Number and is responsible for the labeling, disposal, transporting, manifesting and reporting of all hazardous waste they create under this contract. A signed copy by the generator, transporter and TSDF of EPA Form 8700-22, UNIFORM HAZARDOUS WASTE MANIFEST will be submitted.

F. Permits: Notification of Demolition and/or Renovation and Application for Permit Exemption (Form 4500-113 Rev 06-05).

G. Laboratory results: Submit a copy of all laboratory results including, but not limited to, asbestos and lead-based paint analysis.

H. Clearance sample results: Submit a copy of all clearance sample results for asbestos and lead-based paint.

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I. Personnel Roster: Provide a personnel roster of all employees conducting asbestos and/or Lead-based paint work and their associated Certification and Licenses that will be working on this project.

J. Receiving Facility/Landfill Certification: The Contractor shall provide a copy of the receiving facility’s “Operating Licenses” indicating that they are certified to receive the materials being sent to them for all waste generated under this contract.

1.03 PROJECT CONDITIONS

A. There is the potential that non-friable asbestos, friable asbestos, mercury containing items,…