W911SA-18-T-2003_Attachment_2_Specifications.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 02060 Site Demolition 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 – NOT USED

DIVISION 5 – NOT USED

DIVISION 11

Section 11281 Stoplogs

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.

4. The water surface of East Sparta may be drawn down from the period of 20 August through 30 September to facilitate work on removing and installing stop logs. The maximum drawdown during this timeframe is two feet from normal pool elevation.

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.

3. Remove existing stop logs.

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.

7. Dewatering, installation of sheet pile cofferdam if necessary.

8. Installation of new stop logs.

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.

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4. Repair any asphalt surfaces according to the specifications.

5. Removal of temporary sheet pile cofferdam.

1.02 ABBREVIATIONS

A. “KO” = Contracting Officer.

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

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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

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;

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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.

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

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COR to receive credit toward the 50% requirement in “Waste Reporting” above. Materials not weighed can be delivered to the designated recycling facilities, but the material will not count toward the 50% waste reporting requirement.

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

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

N. Material Sales

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

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

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

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.

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

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

2. Provide logical sequence of instructions for each procedure.

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

1. Description of unit and component parts;

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

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

c. Complete nomenclature and commercial number of replaceable parts.

2. Operating procedures;

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

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

c. Summer and winter operating instructions.

d. Special operating instructions.

3. Maintenance procedures;

a. Routine operations.

b. Guide to “Trouble-Shooting.”

c. Disassemble, repair, and reassemble.

d. Alignment, adjusting, and checking.

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

5. Manufacturer’s printed operating and maintenance instructions.

6. Description of sequence of operations by control manufacturer.

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

a. Predicted life of parts subject to wear.

b. Items recommended to be stocked as spare parts.

8. 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

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

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

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

1.08 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.

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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 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

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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

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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

01019 - 1

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

01300 - 1

SECTION 01300

SUBMITTALS

PART 1 GENERAL

1.01 SUBMITTALS

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

A. At all times the Contractor remains responsible for ensuring that the work is performed in strict accordance with the contract requirements. The fact that a non-conforming submittal may be accepted and inadvertently approved by the Government does not, in any way, relieve the Contractor of this responsibility.

Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in the submittals, nor from the responsibility of complying with the requirements of the contract, unless the variations have been described and approved in strict accordance with the procedures set forth in the Code of Federal Regulations, 48CFR 52.236-21, Specifications and Drawings for Construction clause, paragraph (f).

B. Definitions

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

2. Product Data - Descriptive literature or data that describes the physical properties of a product or material item that the Contractor intends to use in doing the work. Such descriptive data should enable the Contracting Officer to verify that the intended item meets the necessary requirements of the specifications.

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

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

1.02 PRODUCT DATA

A. Preparation:

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

2. Show performance characteristics and capacities.

3. Show dimensions and clearances required.

4. Show wiring or piping diagrams and controls.

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

01300 - 2

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

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

1.03 SHOP DRAWINGS

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

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

1.04 SAMPLES

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

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

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

B. Field samples and mock-ups:

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

1.05 CONTRACTOR RESPONSIBILITIES

A. Review shop drawings, product data and samples prior to submission. All submittals shall be made through and approved by the General Contractor.

Submittals will not be accepted directly from sub-contractors.

B. Determine and verify:

1. Field measurement.

2. Field construction criteria.

3. Catalog numbers and similar data.

4. Conformance with specifications.

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

1.06 SUBMISSION REQUIREMENTS

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

B. Contractor shall develop a complete list of preconstruction and construction submittals. Contractor shall identify required submittals of the RFP and use the list to prepare the submittal register. The list may not be all inclusive and additional submittals may be required by other parts of the contract. The contractor must prepare a Submittal Register listing all submittals, in the format of the attached Schedule of Material Submittals. A preliminary Register is attached to the end of this section; the Designer of Record shall verify its completeness, and make any corrections, or additions required. The Submittal Register shall be submitted to the Contracting Officer for acceptance in accordance with the schedule below. Once accepted by the Government, the contractor shall input the Submittal Register into an Excel spreadsheet suitable

01300 - 3 for use by the contractor and Government. The approved/accepted Submittal Register will serve as a scheduling document for submittals and will be used to control submittal actions throughout the contract period. The submit dates and need dates used in the submittal register shall be coordinated with dates in the Contractor prepared progress schedule. Updates to the submittal Register codes and actual dates shall be submitted monthly or until all submittals have been satisfactorily completed. When the progress schedule is revised, the submittal register shall also be revised and both submitted for approval.

The contractor shall make submittals as required by the specifications. The contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used on the contract drawings, or required per the contract documents. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor’s Quality Control (CQC) system Manager and each CQC System Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified.

C. Number of submittals required:

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

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

3. Samples: Submit the number stated in each specification section.

Samples submitted will not be returned to the Contractor for incorporation into the project. Samples retained by the Government will be used for comparison of materials installed on site.

4. All submittals shall be sent directly to DPW either electronically (preferred method) or in paper copy, but not both. Please do not duplicate as this will cause for delays in the turnaround time of your submittals. There will be a box at the main entrance desk in Building 2171 for submittals. Electronic submissions shall be sent to:

usarmy.mccoy.imcom-central.mbx.dpw-inspections@mail.mil .

D. Submittals shall contain:

1. Transmittal cover sheet, ENG FORM 4025-R, Mar 2012.

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

3. The project title and number.

4. Contract identification.

01300 - 4

5. The names of:

a. Contractor.

b. Supplier.

c. Manufacturer.

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

7. Field dimensions, clearly identified as such.

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

9. Identification of deviations from Contract Documents.

10. Identification of revisions on re-submittals.

E. Resubmission Requirements:

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

01300 - 5

SECTION 01300

SCHEDULE OF MATERIAL SUBMITTALS

A. To be submitted 20 calendar days or sooner after the Notice to Proceed is issued.

B. To be submitted 20 days or sooner after installation or completion of the work.

C. To be submitted at the Pre-Construction Conference.

D. To be submitted 14 days before Final Inspection.

DATE DATE DATE SUBMIT CODE COMMENT

REQ Received Returned NO.

1.00 01000, 1.10 A

Construction Schedule A

2.00 01000, 1.11 A, B

Material Warranties D

3.00 01000, 3.06 B

Record Drawings & redline drawings D

4.00 01400, 1.03 A

Accident Prevention Plan C

5.00 02310, 1.03 A

Aggregate Material Data, Test Data B

6.00 2315, 1.02 A

Dewatering Plan C

7.00 2315, 1.02 B

Coffer Dam/Shoring Scheme C

8.00 02317 1.02 A, B

Fill Material Field Data and Test Data B

9.00 02348 1.03 A

Geotextile Fabric Certificate of Compliance B

10.00 02462 1.03 B

Steel Sheet Pile Product Data C

11.00 2730, 1.03 A

Aggregate Material Data, Test Data B

12.00 03030 1.03 A, B

Concrete Dolivery Tickets and Test Reports B

13.00 03200 1.03 A

Concrete Reinforcing Shop Drawings C

14.00 03200 1.03 D

Concrete Reinforcing Mill Certifications C

15.00 03300 1.03 A, B, C

Concrete Admixture, Aggregate, Mix Design Data, and Test Results

C

16.00 11281 1.02 A

Stop Logs Shop Drawings C

Form 4288

PROJECT NUMBER: HH 01196 15J

FILE#

PROJECT DESCRIPTION: EAST SILVER LAKE DAM REPAIRS

Fort McCoy, WI

ITEM

NO.

SECTION,

PARA

NO,

LETTER

DESCRIPTION OF MATERIAL

01400 - 1

SECTION 01400

SPECIAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY

A. This section provides guidelines for the preparation of accident prevention plans and the implementation of the accident prevention clause which is this specification, Federal Acquisition Regulation (FAR) clause 52.236-13, and the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1. The required Safety Plan shall be developed using Appendix A of the latest edition of the EM-385-1-1.

B. The U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 is available from Government bookstores operated by the Government Printing Office. Government bookstores are located in most major cities including Milwaukee, Chicago, Kansas City, Denver, and Pueblo, Colorado. An electronic copy of the EM 385-1-1 is available at:

http://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequi rementsManual.aspx

1.02 PRECONSTRUCTION CONFERENCE

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

1.03 SUBMITTALS

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

1. Accident Prevention Plan

1.04 ACCIDENT PREVENTION PLAN

A. Shall be developed by a qualified person.

B. Shall be job specific.

C. Shall interface with the contractor’s overall safety and health program.

D. Shall meet the minimum basic requirements of an Accident Prevention Plan found in Appendix A of the latest edition of the EM 385-1-1.

1.05 EXCAVATION AND TRENCHING

A. The standards for excavation and trenching are outlined in 29 CFR Part 1926, Subpart P. These standards shall be followed in addition to those pertinent in

EM 385-1-1.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION

3.01 SUMMARY

A. All work performed under this contract is subject to the safety requirements found in the latest edition of the EM 385-1-1, and OSHA 1926/1910 CFR.

01400 - 2

B. At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the work a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the Contractor. FAR clause 52.236-6 as incorporated by reference in the basic contract.

02010 - 1

SECTION 02010

SITE PREPARATION

PART 1 GENERAL

1.01 SCOPE

A. Provide site preparation as shown and as specified.

B. Work includes, but is not limited to:

1. Protection of improvements, plants, and utilities.

2. Location of utilities and coordination with utility companies.

3. Topsoil salvage.

4. Clearing and grubbing of trees and vegetation.

5. Stripping.

6. Debris disposal and recycling.

PART 2 PRODUCTS

A. Salvaged Topsoil: WisDOT Section 625.

PART 3 EXECUTION

3.01 PROTECTION OF IMPROVEMENTS, PLANTS, UTILITIES

A. Protect improvements on site and on adjoining properties. Provide barriers, coverings, or other types of protection as necessary to prevent damage and to safeguard against injury. Restore to original condition improvements damaged by the work or improvements which required temporary removal during construction.

B. Protect existing vegetation indicated to remain against unnecessary cutting, breaking, bruising, or smothering by stockpiling excavated materials or parking of vehicles within drip line. Provide temporary fences, tree wells, barriers, or guards; repair or replace trees and vegetation damaged by construction operations.

C. Protect existing vegetation from invasive species by washing equipment prior to transporting it from one project to another.

D. Protect survey monuments, reference points, and benchmarks from movement.

Should removal be necessary, notify COR. Contractor shall pay cost for re-establishing monuments lost due to its negligence or failure to notify COR.

E. No extra payment or time will be allowed for…