W911SA-18-T-2003_Attachment_2_Specifications_Revised_10JUL18.pdf

SPECIFICATIONS

Repair Dams From FY 2016 Inspection

FORT McCOY, WISCONSIN

WORK ORDER: 1724

DRAWING NO: 47-018-1505

February 2018 Repair Dams FY 2016 Inspection 00002 - 1

SECTION 00002

TABLE OF CONTENTS

DIVISION 1

Section 01000 General Requirements Section 01007 Industry Standard Abbreviations and Codes Section 01019 Contract Considerations Section 01300 Submittals Section 01400 Special Safety Requirements

DIVISION 2

Section 02010 Site Preparation Section 02015 Environmental Controls Section 02310 Base Course and Breaker Run Section 02315 Excavation Section 02317 Filling Section 02348 Geotextile Fabric Section 02371 Riprap Section 02923 Landscape Preparation Section 02931 Seeding, Not maintained

DIVISION 3 THROUGH 16 – NOT USED

END OF SECTION

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SECTION 01000

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY OF THE WORK

A. GENERAL

1. All construction debris shall be cleaned up daily.

2. Secure all tools and equipment offsite at the end of each work day.

3. Construction shall take place from 1 May to 31 September.

B. 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. Removal of existing vegetation and soil along existing side slopes where shown on the drawings.

2. Clearing and grubbing of trees and stumps.

C. 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. Scarification, placement, grading, and compaction of earth fill along slopes.

2. Placement of erosion control practices.

3. Placement of filter aggregate.

4. Placement of riprap.

5. Placement of geotextile.

6. Placement of topsoil, seed, and mulch.

D. 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.

4. Repair any asphalt surfaces according to the specifications.

5. Removal of temporary sheet pile cofferdam.

1.02 ABBREVIATIONS

A. “KO” = Contracting Officer.

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

C. Industry Standard Abbreviations - See Section 01007.

1.03 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 Sanitary Facilities

1. 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.

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

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

C. 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.

D. Temporary Shoring and Cofferdam

1. See Section 02315 paragraphs 3.07 through 3.09 for details.

2. Cofferdam and Dewatering Plan shall be submitted by the Contractor for approval prior to implementation activities.

E. Security

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

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

F. Access Roads and Parking Areas

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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.

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

G. 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.

2. 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.

3. 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).

4. 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 matters or processes.

5. The Government may require monthly participation in the Installation Random Antiterrorism Program.

6. At the beginning of each day and prior to leaving the site at the end of each day the Contractor shall contact the Fire Desk at 608-388-4848 unless otherwise instructed by the Fire Desk/Range Scheduling Section.

H. 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.

2. The contractor employee will be issued a CAC only if duties involve one of the following:

a. Both physical access to a DOD facility and access, via logon, to DOD networks on-site or remotely;

b. Remote access, via logon, to a DOD network using DOD-approved remote access procedures;

c. 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.

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3. 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.

I. 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.

J. 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.

K. 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.

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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.

1.04 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 design and 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, 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.

1.05 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.

1.06 OPERATION AND MAINTENANCE MANUALS

A. Provide one (1) PDF copy of equipment maintenance and operation manuals for all major pieces of equipment.

B. Drawings:

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

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.

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

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

10. 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.

1.07 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.

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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.

1.08 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.

1.09 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.

1.10 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

01000 - 8 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 form 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 or unapproved utility outages shall be chargeable to the Contractor.

1.11 WARRANTIES

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

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

PART 2 PRODUCTS

2.01 EXISTING MATERIALS

A. Materials to be demolished:

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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.

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.

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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.

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 transition 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 and Northern Long Eared Bat

1. In order to reduce potential impacts to migratory birds during their nesting season and to the norther long-eared bat (a federally threatened species), Fort McCoy is making all reasonable attempts to complete land clearing activities for construction, maintenance and repair activities between October 1 – March 31. If the contractor intends to disturb or clear any project area of undeveloped land or demolish any grasslands, trees, bushes or potential nesting sites between April 1and September 30, they shall submit a Deconfliction Notification a minimum of 14 days prior to scheduled land clearing activities. The notification shall state:

“This project is subject to the Migratory Bird Treaty Act and Endangered Species Act. Request that Fort McCoy, DPW, Natural Resources Branch approve the land clearing activities as required by the project

01000 - 11 specifications.” The Natural Resources Branch will respond within 14 days of receipt of the notification informing the contractor when they can proceed with land clearing activities.

B. Invasive Species

1. Contractor shall document the washing of equipment prior to arrival on Fort McCoy and upon departure from the work site to control the spread of invasive species. Spotted knapweed, crown vetch, and garlic mustard are documented to be in, adjacent, or near the work site. Any fill material transported to the work site shall be free of invasive weeds and/or seeds to the greatest extent practical.

C. Oak Wilt Season

1. Contractor shall not perform tree removal during the oak wilt season (April 1 thru 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.

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 archeological or cultural artifacts are encountered, disturbance in this area will be stopped to allow the monitor to evaluate the artifacts or remains. If archeological 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.

2. 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 least 90 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 OBJECTS AFFECTING NAVIGABLE AIRSPACE

A. FAA notification is required IAW CFR 14 part 77, Objects Affecting Navigable Airspace for the following:

1. Definition of Construction /Objects

a. Any object of natural growth, terrain, of permanent or temporary construction or alteration, including equipment or materials used therein, and apparatus of a permanent or temporary character.

b. Any alteration of any permanent or temporary existing structure by a change in its height (including appurtenances, or lateral dimensions, including equipment or materials used therein.

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2. Any construction/object or alteration of more than 200 feet in height above the ground level at its site.

3. Any construction/object or alteration of greater height than an imaginary surface extending outward and upward at the following slopes:

a. 100 to 1 for a horizontal distance of 50,000 feet from the nearest point of the nearest runway of each airport with at least one runway more than 3,200 feet in actual length, excluding heliports.

b. 50 to 1 for a horizontal distance of 10,000 feet from the nearest point of the nearest runway of each airport with at least one runway more than 3,200 feet in actual length, excluding heliports.

c. 25 to 1 for a horizontal distance of 5,000 feet from the nearest point of the nearest landing and takeoff area of each heliport (helipad).

4. Notification to the Airfield is required in addition to FAA notification of any object of permanent or temporary construction or alteration, including equipment or materials used therein:

a. Greater than 25 feet in open areas (open areas are defined as an area that does not contain other objects within 300 feet).

b. 50 feet in all other areas.

5. Objects shall be marked/lighted when greater that the above criteria as follows:

a. A red beacon for nighttime (or inclement weather conditions)

b. Either a beacon or checkered flag for daytime.

6. Objects lowered below the above criteria during nighttime shall only require marking.

3.06 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, neat, and orderly condition, satisfactory to the Contracting Officer. FAR 52.236- 12.

B. Dust Control

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1. 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.

3.07 RECORD AND ASBUILT DRAWINGS

A. AsBuilt Drawings:

1. With red pencil or red ink, neatly inscribe the location of all existing and new 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.

2. Locations may be from base monument system. Any existing structures used as a survey reference must be checked for conformity to NAD 83 surveying coordinates.

3. Contractor shall keep two sets of redlined Asbuilt drawings on the job site at all times during construction. One set shall be considered the contractor’s set and the other shall be the Government’s set. The Government set shall be submitted to the COR immediately upon completion of construction. The contractor’s set shall be used for CAD corrections and submittal of the Record Drawings.

B. Record Drawings:

1. Contractor will receive an original AutoCAD drawing package upon request from the COR. Contractor shall incorporate all redline Asbuilt changes made during the construction period that were authorized by the COR into the record AutoCAD files. All design documents shall be completed in accordance with the Fort McCoy CAD Standard. A copy of the Fort McCoy CAD Standard can be obtained from the COR.

2. The Record Drawings shall be submitted to the Government on compact disks (CD) in both DWG and PDF and full size hard copy formats. All design documents shall be completed in accordance with the Fort McCoy CAD Standard.

3. 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 “Record Drawings” drawings. Submitted Record

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Drawings shall be marked “Record Drawing” and shall be submitted NLT 14 days prior to contract completion.

3.08 PROJECT COMPLETION

A. Coordinate final inspection with COR.

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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 Wisconsin Administrative Code (WAC) as the primary building code.

a. The following web link provides an index on each specific construction disciplines codes presently adopted and enforced by DPW. The code as published on the date the contract is awarded shall be enforced.

https://docs.legis.wisconsin.gov/code/prefaces/toc

2. All state and local codes shall also apply.

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

WIDOT Wisconsin Department of Transportation

WisDOT Wisconsin Department of Transportation

WWPA Western Wood Products Association (WPA and WCLA)

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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SECTION 01019

CONTRACT CONSIDERATIONS

PART 1 GENERAL

1.01 The contract completion date is listed as follows:

ITEM COMPLETION DATE

East Sparta Dam Repairs 30 September 2018

Contractor will have the period of 20 August 2018 through 30 September 2018 to draw down the water level and to remove and install new stop logs. The toe drain construction may be completed earlier or concurrently with the stop log work.

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

PART 2 PRODUCT – NOT USED

PART 3 EXECUTION – NOT USED

February 2018 Replace Culvert Under Railroad 01300 - 1

SECTION 01300

SUBMITTALS

PART 1 GENERAL

1.01 SUBMITTALS

The following paragraphs summarize the requirements for submittals required by the Contractor. All items listed in the Schedule of Material Submittals shall be submitted to meet the requirements of the following paragraphs.

A. At all times the Contractor remains responsible for verifying and ensuring that all work is performed in strict accordance with Contract and other specification requirements.

Inadvertent errors on the part of the Government does not at any time relieve the Contractor at any time of the responsibility to meet all Contract requirements. When a non-conforming submittal is inadvertently accepted or inadvertently approved by the Government, the Contractor is not relieved of responsibility to meet all Contract requirements, and remains responsible at all times to perform all work and provide submittals in strict compliance with Contract and specification requirements.

B. Approval by the Contracting Officer does not relieve the Contractor from responsibility for any errors or omissions in the submittals, nor from the responsibility of complying with Contract requirements.

C. Variations and deviations from the Contract requirements are not authorized at any time without prior written approval from the Contracting Officer.

D. Requests for variations or deviations from the Contract requirements must be submitted in writing to the Contracting Officer prior to the start of construction. The Contractor must not proceed to construction of variances or deviations until approval is received in writing from the Contracting Officer. All requests for variations or deviations from the Contract requirements must be completed in strict accordance with the procedures set forth in the Code of Federal Regulations, 48CFR 52.236-21, Specifications and Drawings for Construction clause, paragraph (f).

E. The Contracting Officer’s Representative or designated Government representative is the reviewing authority for all product data submittals, and for all project documents including design drawings and specifications.

F. Definitions

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

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

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

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

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

1.02 PRODUCT DATA

A. Preparation:

1. List each product separately on ENG Form 4025-R. Organize the product data documentation in order of list as indicated on ENG Form 4025-R.

2. Clearly mark product data documentation for proper identification of specific products or models. Product data documentation for equipment must include complete catalog and model numbers.

3. Clearly mark product data documentation to indicate conformance with requirements including performance characteristics, salient characteristics, and ratings.

4. Provide certification marks on product data documentation for each product.

5. Prior to the transmittal of each submittal, each product for installation must be reviewed, verified, and approved by the Contractor’s Quality Control (CQC) System Manager. The CQC System Manager must note each action taken on the Submittal Register.

6. Provide complete product data documentation including shop drawings, schematics, controls, wiring and piping diagrams; operations and maintenance, and manufacturer’s published data, instructions, and recommendations.

7. Product data documentation must include sufficient details to determine that all requirements are met.

B. Mark or modify drawings and diagrams to delete information that is not applicable to the work.

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

1.03 SHOP DRAWINGS

A. Provide shop drawings in a clear, complete, and organized manner.

B. Provide shop drawings including dimensions, details, schematics, and wiring diagrams.

C. Verify notes, references, and data are accurate between drawings, specifications, and shop drawings. Provide references on design drawings for details on shop drawings.

1.04 SAMPLES

A. Provide samples upon request of the Contracting Officer of sufficient size and quantity (unless a size is specified) to clearly illustrate:

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

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

B. Provide field samples and mock-ups upon request of the Contracting Officer to meet the following requirements.

1. Sufficient size and quantity for the Contracting Officer’s purpose.

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

1.05 CONTRACTOR RESPONSIBILITIES

A. Provide submittals promptly in accordance with the approved schedule in such sequence as to cause avoid delays in the work or in the work of any contractor.

B. Provide all submittals through the General Contractor. The General Contractor remains responsible at all times for all submittals. Do not provide submittals through any type of sub-contractor. Submittals from sub-contractors do not meet Contract requirements.

C. All products for installation must submitted for approval as product data submittals.

Any equipment or products that are not approved for installation by the Government shall be removed at Contractor's expense and replaced with only Government approved equipment or products (no additional cost to the Government).

D. Do not submit for review or install any products (equipment or materials) that do not meet all Contract requirements including specifications and drawings.

E. Review all submittals prior to submission including product data and shop drawings to verify compliance with all Contract requirements. Provide coordination for each submittal to meet performance, work and Contract requirements.

F. Provide field verification of existing site conditions including field measurements and utilities. Provide field verification to meet the following requirements.

1. Field measurements, construction criteria; status and locations of existing utilities both visually and not visually accessible; building systems, and conformance with final approved design specifications and drawings.

1.06 SUBMISSION REQUIREMENTS

A. Provide submittals promptly in accordance with an approved schedule in sequential order to avoid any type of scheduling delay in the completion of work and to avoid delaying the work of any contractor. Provide submittals to meet all requirements including specifications and drawings.

B. Prepare a complete list of preconstruction, construction, and post construction submittals to develop the submittal register. The initial submittal register list may not be all inclusive, and additional submittals may be required.

C. Use the initial submittal register list to prepare a submittal register in the same format as the Schedule of Material Submittals attached at the end of this section. Use the Schedule of Material Submittals at the end of this section to develop the preliminary submittal register and to schedule submittals.

D. The Designer of Record is responsible to update the submittal register for scheduling and completeness, to complete any corrections, and to add additional submittals. The Designer of Record is responsible to verify the completeness of the Submittal Register and to verify that each submittal is properly reviewed prior to each submission.

E. Provide transmittal of the Submittal Register to the Contracting Officer for review in accordance with Schedule of Material Submittals. After acceptance is received from the Government, insert the approved Submittal Register into an Excel spreadsheet suitable for use by the contractor and Government.

F. Use the approved/accepted Submittal Register as a scheduling document for submittals, to record required data, and to control submittal actions throughout the

01300 - 4 contract period. Provide scheduling coordination for the submittal register between submittal register dates, dates in the contractor’s progress schedule, and any other dates that may impact the work.

G. Provide monthly updates to the submittal register list in accordance with Contract and specifications requirements. Provide monthly updates to the Submittal Register including codes; required dates of submittal; actual dates of submittals; current status for each submittal, and final status of each submittal. Provide corrections to submittals until each submittal is satisfactorily completed.

H. Provide updates to the Submittal Register when the progress schedule is revised and submit to the Contractor Officer for review.

I. Provide additional submittals upon request from the Contracting Officer. The Contracting Officer may request other submittals in addition to those specified in the Contract documents when deemed necessary to adequately describe the work. Units of weights and measures shown in all submittal documents must be the same as those shown on the approved drawings, as shown in the approved specifications, and in accordance with Contract documents.

J. Each submittal must be complete to meet all requirements with sufficient detail and documentation to allow for ready determination of compliance with all requirements and all Contract documents.

K. Each submittal product or item must be reviewed, verified, and approved by the Contractor’s Quality Control (CQC) System Manager. The CQC System Manager must note each action taken on the Submittal Register.

L. All preconstruction submittals including product data and design submittals must be completed prior to the start of construction. All product data submittals must be completed prior the 100% design submittal.

M. Provide written requests to the Contracting Officer for any variations or deviations from the Contract requirements prior to the start of construction. Do not proceed to construction of any type of variances or deviations until approval is received in writing from the Contracting Officer.

N. Types of submittals required:

1. Shop Drawings: Provide complete shop drawings to demonstrate compliance with the contract drawings. Shop drawings must include complete details for the installation of the work. Submit one copy of shop drawings in PDF format.

2. Product Data: Provide complete product data documentation to demonstrate compliance with all Contract documents. Do not order any type of product prior to verification that each product meets all requirements. Do not order any product prior to receiving approval in writing from the COR. Provide one complete copy of product data documentation for each product item submitted for review.

3. Samples: Submit the number of samples in accordance with each specification, or as requested by the Contracting Officer. Samples submitted will not be returned to the Contractor for incorporation into the project. Samples retained by the Government will be used for comparison of materials installed on site.

4. Design Drawings and Specifications. For design projects, provide 100% final design drawings and specifications stamped by a currently licensed engineer, or currently registered architect.

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5. Construction Redlines: Provide two sets of 100% final design drawings for use as construction redlines. Use the final construction redlines for the development and completion of as-built and record drawings.

6. As-Built and Record Drawings. Provide incorporation of final construction redlines and project conditions into as-built drawings. Provide complete as-built drawing sets and record drawings sets on compact disks in both DWG and PDF formats. Mark all as-built drawings with “”As-Built” and mark all record drawings with “Record Drawing.” Provide complete project details using the Fort McCoy standard title block and in accordance with the Fort McCoy CAD standards.

7. Operations and Maintenance. Provide complete manufacturer’s published data, including instructions, manuals and recommendations for each approved product for installation.

8. Send submittals directly to DPW electronically. Provide email notification to the COR when electronic submission is not possible and include details about hard copy submission. When a submittal is too large for electronic transmission, provide submittal with complete product data documentation on a properly labeled CD, place the CD in a protective cover and attach the CD to the transmittal document.

Do not duplicate the submittals already transmitted. Use email to communicate with the COR regarding the status of submittals. For hard copy submittals and CD submittals, provide delivery in person at the main entrance desk inside Building 2171 and place inside the Directorate of Public Works submittals box. After delivery of submittals, notify the COR via email.

a. Send electronic submissions to: usarmy.mccoy.