W911SA-17-B-0009_Attachment_2_SPECIFICATIONS.pdf

SPECIFICATIONS

CHAINLINK FENCING

IDIQ CONTRACT

FY17-FY20

FORT MCCOY, WISCONSIN

DRAWING NO: 47-018-1442

October 2016 Fencing IDIQ FY17 -

FY20

00002- 1

SECTION 00002

TABLE OF CONTENTS

DIVISION 01- GENERAL REQUIREMENTS

Section 01000 General Requirements Section 01007 IndustryStandard

Abbreviations Section 01019 Contract Considerations Section 01300 Submittals Section 01400 Special Safety Requirements

DIVISION 02 - SITE CONSTRUCTION

Section 02010 Site Preparation Section 02324 Trenching Section 02821 Chainlink Fences and Gates Section 02930 Seeding, Maintained Areas Section 02931 Seeding, Non-Maintained

Areas

DIVISION 03 – 08 NOT USED

DIVISION 05 - METALS

Section 05500 Metal Railings

DIVISION 09 – PAINTING

Section 09900 Painting

DIVISION 10-12 NOT USED

DIVISION 13 – SECURITY ACCESS

Section 13720 Security Access

DIVISION 14 AND 15 NOT USED

DIVISION 16

Section 16415 Electrical Section 16421 Utility Service Entrance Section 16450 Grounding

END OF SECTION

October 2016 Fencing IDIQ FY17 -FY20 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 all obstructions from site in preparation for new chain link fence or gate.

2. Remove existing fence, posts, rails, fence fabric, and/or gates to be replaced, and remove same when not required to be replaced as indicated on task orders.

3. Remove and replace signs and other appurtenances on existing fences and gates when indicated on task orders.

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 chain link fence and gates.

2. Install road closure gates.

3. Install timber post and cable barriers.

4. Prepare ground surface prior to installation of line posts and corner posts.

5. Install new motorized gates, actuators, and all electrical connections required for complete and full operation of motorized gate systems.

6. Replace existing chain link fence and gates.

7. Remove damaged top rails.

8. Install new top rails at existing fence locations where no top rails exist.

9. Install building number sign prior to final inspection. Reinstall existing sign or install new sign provided by the government.

10. Install new backstops when indicated on task orders.

11. Remove, protect, and re-install existing signage and appurtenances on fences and gates when determined to be necessary as part of task orders.

12. Install privacy slats on fences and gates when required on task orders.

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.

01000 - 2

4. Fill all holes from removed posts with similar materials in the surrounding holes, including seeding in grass areas.

1.02 BUILDINGS – NOT APPLICABLE

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

B. Temporary electricity is not available to the Contractor.

C. Temporary heating, cooling, and ventilation is not available to the Contractor.

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 existing hydrants on Fort McCoy. Water is city water quality and contains chlorine.

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.

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.

01000 - 3

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 – Not Applicable.

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.

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.

5. Security shall be maintained when Contractor is not on site and when work is not taking place.

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.

01000 - 4

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.

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

01000 - 5

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. Physical Security Statement

1. Access and General Protection/Security policy and Procedures. This provision/contract text is for contractor employees with an area performance as defined by Fort McCoy Pamphlet 190-13.8 (Installation Access Control), and will add the following language in the PWS. “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 Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and location security policies and procedures (provided by government representative). In addition to the changes otherwise authorized by changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require monthly participation in the Installation Random Antiterrorism Program.”

2. Contractors Requiring Common Access Card (CAC). This provision/contract text is for contractor employees with an area of performance as defined by Fort McCoy Pamphlet 190-13.8 (Installation Access Control) that requires a Common Access Card. When applicable, add the following language into the PWS.

“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 procedure; 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. 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 Contractor Quality Control (CQC) Plan shall include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and shall be keyed to the proposed construction sequence. The plan shall identify personnel, procedures, control, 01000 - 6 instructions, tests, records, and forms to be used. 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.

B. All electrical work shall be supervised full time on site by a state certified journeyman electrician. All electrical work shall be overseen by a state certified Master electrician.

Proof of certification is required.

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 ensure 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.

01000 - 7

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 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.

01000 - 8

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 or unapproved utility outages shall be chargeable to the Contractor.

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 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 Fort McCoy.

2. Under limited conditions and as specified on the plans, deliver scrap metal/materials to a location designated by the COR. Contractor will be responsible for hauling all demolished materials to the designated locations.

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.

01000 - 9

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.

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.

01000 - 10

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 ENVIRONMENTAL CONSIDERATIONS

A. Migratory Bird Nesting Season

1. This project is subject to the Migratory Bird Treaty Act. Land clearing activities for construction, maintenance, and repair activities should generally be scheduled outside the migratory nesting season which is generally considered to be from 1 May through 30 August. If the contractor intends to disturb or clear any project area of undeveloped land or demolish any trees, bushes, or potential nesting sites they shall submit a Migratory Bird Treaty Act Deconfliction Notification. The notification shall be submitted not later than two weeks prior to scheduled clearing activities. Contractors are not allowed to proceed with construction until after the site has been cleared by the Fort McCoy Natural Resources Branch.

The Submittal Notification shall state: “This project is subject to the Migratory Bird Treaty Act. Request that Fort McCoy, DPW, Natural Resources Branch if necessary, conduct a site investigation to ensure the project location(s) does not have naturally conflicting species.”

B. Northern Long-Eared Bat

1. In May 2015, the Northern Long-eared Bat (NLEB) was listed as a federally endangered species. As a result of this listing, tree removal is temporarily prohibited unless a survey is conducted to determine of bats are present. For McCoy biologists will conduct these surveys. The contractor shall submit an Endangered Species Act Deconfliction Notification a minimum of 14 days prior to the scheduling of any tree clearing activities. The notification shall state:

“This project is subject to the Endangered Species Act. Request that Fort McCoy, DPW, Natural Resources Branch approve the removal of trees as required by the project specifications.” At that point an evening survey will be scheduled to determine if bats are present. If no bats are observed, the Contractor will be required to remove the trees the following morning. If bats are observed, further consultation will be required with the U.S. Fish and Wildlife Service and the tree clearing will be delayed.

C. Oak Wilt Season

1. Contractor shall not perform tree removal during the oak wilt season (April 1 through 31 July) for tree removal. If tree removal is required during oak wilt season, any oak trees not scheduled for removal shall be protected from damage.

If non-scheduled live trees are damaged, tree wound dressing shall be immediately applied to the damaged area. All trees and/or stumps that require removal shall be transported to the stump disposal site on South Post or removed from the installation.

01000 - 11

D. Cultural Resources

1. Notify the COR at least 2 business days before performing mechanical ground disturbance in an area within 50 feet of a protected cultural resource area. A qualified member of the Fort McCoy Cultural Resources staff will be present to monitor activity whenever mechanical ground disturbance is in progress within these identified areas. If potentially significant archaeological or cultural artifacts are encountered, disturbance in this area will be stopped to allow the monitor to evaluate the artifacts or remains. If archaeological or cultural artifacts are encountered when a site monitor is not present, work in this area must stop and the COR and KO shall be notified. In the event that human remains or items covered under the Native American Graves Protection and Repatriation Act (NAGPRA) are encountered, all activity in this area will cease for at 30 days.

Human remains shall not be disturbed. If any delays are encountered, the contractor has the right to submit for an equitable adjustment.

3.05 CLEANING

A. During Construction:

1. The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials. The Contractor shall ensure all affected areas are “broom clean” at the end of each work day. Before completing the work, 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, need, and orderly condition, satisfactory to the Contracting Officer. FAR 52.236-12.

B. Dust Control

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

2. 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.

C. Final Cleaning

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

2. Clean project site.

a. Sweep paved areas.

b. Rake clean other surfaces.

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

4. Replace any items such as signs or other appurtenances which contractor has removed on existing fences prior to demolition.

01000 - 12

3.06 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 fences and gates.

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.

October 2016 Fencing IDIQ FY17 - FY20 01007- 1

SECTION 01007

INDUSTRY STANDARD ABBREVIATIONS

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. 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

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

October 2016 Fencing IDIQ FY17 - FY20 01007- 2

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

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

WWPA Western Wood Products Association (WPA and WCLA)

October 2016 Fencing IDIQ FY17 - FY20 01007- 3

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

October 2016 Fencing IDIQ FY 17 - FY20 01019 - 1

SECTION 01019

CONTRACT CONSIDERATIONS

1.01 Each task order issued under this contract shall have a scheduled completion date. The method of determining the completion time shall be as specified in this section.

1.02 For each task order there will be a Joint Scoping Meeting held to negotiate the scope and quantities of the project.

A. This meeting will be attended by the contractor and the DPW representative. At this meeting, all quantities on the Bid Schedule will be agreed upon.

B. It is the intent of the Government to issue a task order for fencing immediately following the award of this contract. After award, a joint scoping meeting will be held to negotiate quantities. The estimated quantities for this fencing project have been attached for information only.

1.03 Each of the bid items covered by this contract has a performance time. The performance time for each task order shall be calculated using the following production quantities.

CLIN 0001 DESCRIPTION PRODUCTION QUANTITY

0001, Remove existing 6 ft wire fabric fence system and gates

400 LF/Day

0002, Remove metal or wood post with concrete support

50 LF/Day

0003, Remove brush and small trees found in fence line

700 SY /Day

0004, Perform grade prep 10 ft either side of fence line

600 SY /Day

0005, Core drill concrete for line posts 20 EA/Day

0006, Core drill concrete for corner/pull posts, or gates posts to 12” dia.

20 EA/Day

0007, Install 4 ft high chainlink fence 400 LF/Day

0008, Install 6 ft high chainlink fence 300 LF/Day

0009, Install 7 ft high chainlink fence 300 LF/Day

0010, Install 8 ft high chainlink fence 200 LF/Day

0011, Install 10 ft high chainlink fence 100 LF/Day

0012, Install 4 ft high green vinyl fence 300 LF/Day

0013, Install 6 ft high green vinyl fence 300 LF/Day

0014, Install 3 strands barbwire, 45 degree angle on fence

300 LF/Day

0015, Install 6 strands barbwire, double 45 degree angle on fence

200 LF/Day

October 2016 Fencing IDIQ FY 17 - FY20 01019 - 2

0016, Install corner/pull post assembly for 4 ft high chainlink fence

6 EA/Day

0017, Install corner/pull post for 6 ft high chainlink fence

5 EA/day

0018, Install corner/pull post for 7 foot high chainlink fence

5 EA/Day

0019, Install corner/pull post for 8 foot high chainlink fence

5 EA/Day

0020, Install corner/pull post for 10 foot high chainlink fence

4 EA/Day

0021, Install 4 ft single swing gate , 4 foot chainlink/barbwire top

2 EA/Day

0022, Install 4 ft single swing gate, 6 foot chainlink/barbwire top

1 EA/Day

0023, Install 4 ft single swing gate, 7 foot chainlink/barbwire top

1 EA/Day

0024, Install 4 ft single swing gate, 8 foot chainlink/barbwire top

1 EA/Day

0025, Install 4 ft single swing gate, 10 foot chainlink/barbwire top

1 EA/Day

0026, Install 6 ft single swing gate, 4 foot chainlink/barbwire top

1 EA/Day

0027, Install 6 foot single swing gate, 6 foot chainlink/barbwire top

1 EA/Day

0028, Install 6 foot single swing gate, 7 foot chainllink/barbwire top

1 EA/Day

0029, Install 6 foot single swing gate, 8 foot chainlink/barbwire top

1 EA/Day

0030, Install 6 foot single swing gate, 10 foot chainlink/barbwire top

0.5 EA/Day

0031, Install 12 foot single swing gate, 4 foot chainlink/barbwire top

1 EA/Day

0032, Install 12 foot single swing gate, 6 foot chainlink/barbwire top

1 EA/Day

0033, Install 12 foot single swing gate, 7 foot chainlink/barbwire top

1 EA/Day

0034, Install 12 foot single swing gate, 8 foot chainlink/barbwire top

0.5 EA/Day

0035, Install 12 foot single swing gate, 10 foot chainlink/barbwire top

0.5 EA/Day

0036, Install 12 foot double swing gate, 4 foot chainlink/barbwire top

1 EA/Day

October 2016 Fencing IDIQ FY 17 - FY20 01019 - 3

0037, Install 12 foot double swing gate, 6 foot chainlink/barbwire top

1 EA/Day

0038, Install 12 foot double swing gate, 7 foot high chainlink/barbwire top

0.5 EA/Day

0039, Install 12 foot double swing gate, 8 foot chainlink/barbwire top

0.5 EA/Day

0040, Install 12 foot double swing gate, 10 foot chainlink/barbwire top

0.5 EA/Day

0041, Install 20 foot double swing gate, 4 foot chainlink/barbwire top

0.5 EA/Day

0042, Install 20 foot double swing gate, 6 foot chainlink/barbwire top

0.5 EA/day

0043, Install 20 foot double swing gate, 7 foot chainlink/barbwire top

0.5 EA/Day

0044, Install 20 foot double swing gate, 8 foot chainlink/barbwire top

0.5 EA/Day

0045, Install 20 foot double swing gate, 10 foot chainlink/barbwire top

0.3 EA/Day

0046, Install 24 foot double swing gate, 6 foot chainlink/barbwire top

0.3 EA/Day

0047, Install 24 foot double swing gate, 7 foot chainlink/barbwire top

0.3 EA/Day

0048, Install 24 foot double swing gate, 8 foot chainlink/barbwire top

0.3 EA/Day

0049, Install 24 foot double swing gate, 10 foot chainlink/barbwire top

0.3 EA/Day

0050, Install 30 foot double swing gate, 6 foot chainlink/barbwire top

0.3 EA/Day

0051, Install 30 foot double swing gate, 7 foot chainlink/barbwire top

0.3 EA/Day

0052, Install 30 foot double swing gate, 8 foot chainlink/barbwire top

0.3 EA/Day

0053, Install 30 foot double swing gate, 10 foot chainlink/barbwire top

0.3 EA/Day

0054, Install 40 foot double swing gate, 6 foot chainlink/barbwire top

0.25 EA/Day

0055, Install 20 foot cantilever gate, 6 foot chainlink/barbwire top

0.3 EA/Day

0056, Install 25 foot cantilever gate, 6 foot chainlink/barbwire top

0.2 EA/Day

0057, Install 30 foot cantilever gate, 6 foot chainlink/barbwire top

0.2 EA/Day

October 2016 Fencing IDIQ FY 17 - FY20 01019 - 4

0058, Install 35 foot cantilever gate, 6 foot chainlink/barbwire top

0.2 EA/Day

0059, Install 40 foot double swing gate, 7 foot chainlink/barbwire top

0.15 EA/Day

0060, Install 20 foot cantilever gate, 7foot chainlink/barbwire top

0.25 EA/Day

0061, Install 25 foot cantilever gate, 7 foot chainlink/barbwire top

0.20 EA/Day

0062, Install 30 foot cantilever gate, 7 foot chainlink/barbwire top

0.15 EA/Day

0063, Install ground rod, wire, connectors and attached to fence/gate post

8 EA/Day

0064, Install 8 foot x 6” dia. Bollard, concreted with PVC covering over exposed pipe

3 EA/Day

0065, Install motorized gate operator, with remote card reader

0.2 EA/Day

0066, Install motorized gate operator, with remote card reader and variable speed motor

0.2 EA/Day

0067, Install 200 A meter pedestal, branch circuit capable

1 EA/Day

0068, Install 240V 20A branch circuit conduit and wire underground from gate opener to service in building or panelboard

50 LF/Day

0069, Install 18” by 4” mow strip under new chainlink fence

50 LF/Day

0070, Large tree removal and disposal at Fort McCoy

2 EA/Day

0071, Remove and replace existing single swing gate

5 LF/Day

0072, Remove and replace existing double swing gate

5 LF/Day

0073, Remove and replace existing cantilever gate 4 LF/Day

0074, Linear foot adder for to replace a green vinyl gate

0 Days

0075, Place seeding in the fence line 1000 SY/Day

0076, Install erosion protection in the fence line 300 SY/Day

0077, Demo and haul 18” x 4” mow strip 500 LF/Day

0078, Install line post in concrete 10 EA/Day

0079, Remove line post in concrete 20 EA/Day

0080, Remove damaged top rail 300 LF/Day

0081, Install top rail 200 LF/Day

October 2016 Fencing IDIQ FY 17 - FY20 01019 - 5

0082, Install softball backstop 0.20 EA/Day

0083, Install concertina wire at top of gate or fence 100 LF/Day

0084, Install decorative panel 0.5 EA/Day

0085, Install road closure gate 0.1 EA/Day

0086, Install vertical privacy slats 500 SF/Day

0087, Install bottom rail 200 LF/Day

0088, Install timber post and cable 75 LF/Day

1.04 The task order completion time.

A. The project performance time for each project on the task 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.

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

1.05 Winter Exclusion

A. No work shall be performed during the period of 1 November through 1 April. The Contractor may be allowed to work during this period, at their own risk, with prior approval from the Contracting Officer. The Contractor may not submit for a contract adjustment for any delays encountered during the exclusion period. Performance days will not be charged for days worked during the exclusion period.

B. Task orders may be issued at any time during the contract period. The Contractor is required to meet the Bona Fide Need Rule as discussed in the Bona Fide Need Clause of the contract documents.

1.06 Completion time on a task order starts on the day the order is issued unless stated otherwise.

Individual task orders could require concurrent performance dependent upon the issue date of the task order.

PART 2 PRODUCTS

2.01 CONTRACT LINE ITEM (CLIN) 0001: BID SCHEDULE

A. 0001, Remove existing 6ft wire fabric fence system and gates. This is to include the demolition of existing chainlink or woven wire fence, barbwire, driven line posts, gates, backstops, and any hardware loaded and hauled to a recycle center off of Fort McCoy.

Fill all holes with topsoil or gravel. Payment will be per linear foot of fence, gates removed and hauled away.

October 2016 Fencing IDIQ FY 17 - FY20 01019 - 6

B. 0002, Remove metal or wood post with concrete support. This is to include line posts, gate posts or terminal posts embedded in a concrete footing or pier. Posts shall be cut off at the concrete support and the concrete hauled to the Fort McCoy concrete dump.

Metal posts shall be recycled and wooden post shall be disposed of at a landfill off of Fort McCoy. Fill all holes with topsoil or gravel. Payment shall be per each post removed.

C. 0003, Remove brush and small trees found in fence line. This is to include brush and trees up to 12” diameter measured at a height 26 inches above ground, grubbed and removed from the fence line, and 10 ft on either side of the fence line. Load and haul brush and trees to the Fort McCoy tree dump located ½ mile south of Hwy 21 on Underpass road. Payment will be in square yards of fence line cleared.

D. 0004, Perform grade preparation to the proposed fence line and 10 ft on either side.

Gently slope all elevation changes, and fill any holes so that the fence fabric reaches the ground in all locations. Add topsoil or gravel where needed. Payment will be per square yard of fence line prepared.

E. 0005, Core drill existing concrete or asphalt pavement for the installation of line posts to 3” in diameter. Payment will be per each hole drilled. This item will be used when core drilling through concrete or asphalt pavement is required.

F. 0006, Core drill existing concrete or asphalt pavement for the installation of corner/pull post, gate posts or bollards to 12” in diameter. Payment will be per each hole drilled.

This item will be used when core drilling through concrete or asphalt pavement is required.

G. 0007, Provide and install a new 4 foot high chainlink fence, to include end posts with bracing as needed, driven line posts, fabric, top rail, bottom tension wire, and mounting hardware. Payment will be per linear foot of fence installed.

H. 0008, Provide and install a new 6ft high chainlink fence, to include end posts with bracing as needed, driven line posts, fabric, top rail, bottom tension wire, and all mounting hardware. Payment will be per linear foot of fence installed.

I. 0009, Provide and install a new 7ft high chainlink fence, to include end posts with bracing as needed, driven line posts, fabric, top rail, bottom tension wire, and all mounting hardware. Payment will be per linear foot of fence installed.

J. 0010, Provide and install a new 8ft high chainlink fence, to include end posts with bracing as needed, driven line posts, fabric, top rail, bottom tension wire, and all mounting hardware. Payment will be per linear foot of fence installed.

K. 0011, Provide and install a new 10ft high chainlink fence, to include end posts with bracing as needed, driven line posts, fabric, center rail, top rail, bottom tension wire, and all mounting hardware. Payment will be per linear foot of fence installed.

L. 0012, Provide and install a new 4 ft high green vinyl chainlink fence, to include end posts with bracing as needed, driven line posts, fabric, top rail, green vinyl slats, bottom tension wire, and mounting hardware. Payment will be per linear foot of fence installed.

M. 0013, Provide and install a new 6ft high green vinyl chainlink fence, to include end posts with bracing as needed, driven line posts, fabric, top rail, green vinyl slats, bottom tension wire, and all mounting hardware. Payment will be per linear foot of fence installed.

N. 0014, Provide and install 3 strands barbwire on 45 degree extension arms, mounted on top of new or existing chainlink fence. Payment will be per linear foot of 3 strand barbwire installed.

October 2016 Fencing IDIQ FY 17 - FY20 01019 - 7

O. 0015, Provide and install 6 strands barbwire on double 45 degree extension arms, mounted on top of new or existing chainlink fence. Payment will be per linear foot of 6 strand barbwire installed.

P. 0016, Provide and install corner/pull posts assembly for 4 ft chainlink fence. This is to include one corner/pull post and two line posts concreted, bracing, truss rods, fittings, and cahinlink fabric. Payment will be per post assembly installed.

Q. 0017, Provide and install corner/pull post assembly for 6ft chainlink fence. This is to include one corner/pull post and two line posts concreted, bracing, truss rods, fittings, and chainlink fabric. Payment will be per each post assembly installed.

R. 0018, Provide and install corner/pull post assembly for 7ft chainlink fence. This is to include one corner/pull post and two line posts concreted, bracing, truss rods, fittings, and chainlink fabric. Payment will be per each post assembly installed.

S. 0019, Provide and install corner/pull post assembly for 8ft chainlink fence. This is to include one corner/pull post and two line posts concreted, bracing, truss rods, fittings, and chainlink fabric. Payment will be per each post assembly installed.

T. 0020, Provide and install corner/pull post assembly for 10ft chainlink fence. This is to include 1 corner/pull post and two line posts concreted, bracing, truss rods, fittings, and chainlink fabric. Payment will be per each post assembly installed.

U. 0021, Provide and install 4 foot single swing gate, 4 foot chainlink/barbwire top. This is to include the gate assembly with 4 ft chainlink fabric, topped with 3 strands of barbwire, gate posts concreted in, hinges, gate leaf, gate fork latch, and associated hardware. Payment will be per each gate assembly installed complete.

V. 0022, Provide and install 4ft single swing gate, 6ft chainlink/ barbwire top. This is to include the gate assembly with 6ft chainlink fabric, topped with 3 strands of barbwire, gate posts concreted in, hinges, gate leaf, gate fork latch, and associated hardware.

Payment will be per each gate assembly installed complete.

W. 0023, Provide and install 4ft single swing gate, 7ft chainlink/ barbwire top. This is to include the gate assembly with 7ft chainlink fabric, topped with 3 strands of barbwire,…