W911SA-15-B-0019_Attachment_3_-_Specifications.pdf

SPECIFICATIONS

MUNICIPAL WATER

MAIN IDIQ CONTRACT

FY16-FY19

FORT MCCOY, WISCONSIN

WORK ORDER #

DRAWING NO: P1304

October 2015 Municipal Water Main IDIQ FY16-FY19 00002 - 1

SECTION 00002

TABLE OF CONTENTS

DIVISION 1

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

DIVISION 2

Section 02010 Site Preparation Section 02015 Environmental Controls Section 02317 Trenching & Backfilling Section 02447 Horizontal Directional Drilling Section 02501 Manholes Section 02511 Water Main Section 02610 Pipe Culverts Section 02740 Hot Mix Asphalt Pavement Section 02821 Chain Link Fences and Gates Section 02923 Landscape Preparation Section 02930 Seeding Maintained Areas Section 02931 Seeding Not Maintained Areas

DIVISION 3 – DIVISION 16

NOT USED

END OF SECTION

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SECTION 01000

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY OF THE WORK

A. WATER MAIN AND LATERAL INSTALLATION

1. Install new water mains and laterals from 2-inches to 16-inches in size.

2. Install new water mains and laterals to replace existing mains and laterals.

3. Boring of water mains and laterals under pavements or as required by the Government.

4. Removal and/or installation of concrete, asphalt, culverts, base course material, manholes, and chain link fence as required for completing the work.

B. HYDRANT AND VALVE REPLACEMENT

1. Replace single components of a water main such as individual hydrants or valves which have failed or are leaking.

C. REPAIR WORK

1. Repair any existing construction which is damaged.

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

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

1.02 BUILDINGS – NOT USED

1.03 ABBREVIATIONS

A. “KO” = Contracting Officer.

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

C. Industry Standard Abbreviations - See Section 01007.

1.04 TEMPORARY UTILITIES AND FACILITIES

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

B. Temporary Telephone Service

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

Century Telephone 205 5th Avenue LaCrosse, Wisconsin 54601

(800) 872-4017

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

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

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

C. Temporary Water

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

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

3. Contractor shall not cause water to be wasted or left running when not in use.

Leaks will be repaired immediately. Freeze protection shall be provided by the Contractor.

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

D. Temporary Sanitary Facilities.

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

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

3. The COR or construction inspector shall approve the site location for all temporary sanitary facilities.

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

E. 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 75 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.

F. Security

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

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

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

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

G. Access Roads and Parking Areas

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

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

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

H. 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.

I. Waste Reporting

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

2. The Contractor shall submit reports to the Contracting Officer quantifying the total pounds of hazardous, universal, recycled, and non-regulated waste disposed of during the duration of the contract. Contractor shall also submit where these materials are disposed at.

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

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

J. Refuse Disposal and Recycling

1. The Contractor shall arrange and pay for 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 500 series.

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2. The Contractor is allowed to use Fort McCoy recycling facilities for concrete and trees/woody waste. It is recommended that the Contractor weigh the materials being delivered to the recycling facility to quantify the amounts for diversion credit. The Fort McCoy recycler cannot differentiate from Contractor recycling and Installation recycling. Any recycling commodity processed by Fort McCoy will not count toward the 50% requirement mentioned in “Waste Reporting” above.

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

4. Contractor shall provide a certificate of recycling for universal waste as defined in Wisconsin Department of Natural Resources NR600.

N. Material Sales

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

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

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

1.05 QUALITY CONTROL

A. The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with the Contract Clause titled “Inspection of Construction.” The 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.

B. All plumbing work shall be performed by a state certified journeyman plumber. All plumbing work shall be supervised full time on site by a state certified Master plumber.

Proof of certification is required. The cost of the work shall include all State permit fees and approval for the installation of backflow prevention devices.

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

Proof of certification is required.

1.06 APPLICABLE STANDARDS, GUIDES AND SPECIFICATIONS

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

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

1.07 OPERATION AND MAINTENANCE MANUALS

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

B. Drawings:

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

a. Relations of component parts of equipment and systems.

b. Control and flow diagrams.

2. Coordinate drawings with the information in Project Record Documents to assure correct illustration of completed installation.

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

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

2. Provide logical sequence of instructions for each procedure.

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

1. Description of unit and component parts:

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

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

c. Complete nomenclature and commercial number of replaceable parts.

2. Operating procedures:

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

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

c. Summer and winter operating instructions.

d. Special operating instructions.

3. Maintenance procedures:

a. Routine operations.

b. Guide to “Trouble-Shooting.”

c. Disassemble, repair, and reassemble.

d. Alignment, adjusting, and checking.

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

5. Manufacturer’s printed operating and maintenance instructions.

6. Description of sequence of operations by control manufacturer.

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

a. Predicted life of parts subject to wear.

b. Items recommended to be stocked as spare parts.

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8. As-installed control diagrams by controls manufacturer.

9. Each contractor’s coordination drawings:

a. As-installed color coded piping diagrams.

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

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

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

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

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

1.08 DELIVERY AND STORAGE

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

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

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

1.09 TRAILERS OR STORAGE BUILDINGS, INCLUDING OFFICE TRAILERS

A. Trailers or storage buildings will be permitted, where space is available, subject to the approval of the Contracting Officer.

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 Contracting Officer.

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

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

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

1.10 STORAGE SITE

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

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

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

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

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

1.11 SCHEDULING AND COORDINATING WORK

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

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

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

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

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

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

E. The Contractor shall provide 10 working days notice for any utility outage. Outages shall be shown on the schedule provided. Emergency utility outages shall be reviewed by the Contracting Officer/Inspector prior to utility outage. Expenses/damages caused by unscheduled or unapproved utility outages shall be chargeable to the Contractor.

1.12 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

A. The contractor and all associated subcontractors’ employees shall provide all information required for background checks to meet installation access requirements to be accomplished by Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, 01000 - 8

HQDA and /or local policy. The contractor and all associated subcontractors’ employees shall also comply with adjudication standards and procedures using the National Crime Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation /facility access and local security policies and procedures (provided by government representative). In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes. The Government may require monthly participation in the Installation Random Antiterrorism Program.

1.13 CONTRACTORS REQUIRING COMMON ACCESS CARD (CAC)

A. Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following:

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

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

3. Physical access to multiple DOD facilities or multiple non-DOD federally controlled facilities on behalf of the DOD on a recurring basis for a period of 6 months or more.

B. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI.

1.14 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 manufacturers or supplier’s terms and conditions of the warranty.

C. The Contractor shall populate and submit a Warranty Item Tracking spreadsheet; that which is covered under par A. The spreadsheet shall be provided to the contractor upon request of the government COR. The spreadsheet shall outline each piece of extended warranty equipment provided. Extended warranty shall be anything beyond one calendar year from the Beneficial Occupancy Date. Item information will include the following:

warranty item, equipment description, make, model, serial number, capacity, capacity unit of measure, warranty start date, warranty length, and Maintenance Information as indicated on the Provided Spreadsheet.

1.15 CONTRACT SUPERINTENDENT

A. Per FAR 52.236-6, at all times during the 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

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Officer, has authority to act for the Contractor, and shall be on-site during any activity being performed on the work site.

1. The Contractor shall provide written designation of a qualified person as the Superintendent five working days before the Preconstruction Meeting.

2. The Contractor shall provide documentation demonstrating the experience and ability of the Contractor’s Superintendent submission to successfully manage a contract with a value from between $500,000 to $1,000,000 and of scope similar in complexity to this project. Selectee shall have no less than five years of successful experience in direct supervision of major construction for a General Contractor.

3. The Government reserves the right to reject the Contractor’s selection of Superintendent based upon that selectee’s qualifications and level, type, depth, scope, or length of experience.

PART 2 PRODUCTS

2.01 EXISTING MATERIALS

A. Materials to be demolished:

1. All materials identified to be demo’d and removed from the existing facilities shall be the responsibility of the contractor to remove completely from Ft McCoy.

2. Under limited conditions and as specifically indicated 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.

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

2.02 NEW MATERIAL AND EQUIPMENT

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

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

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

PART 3 EXECUTION

3.01 INSPECTION

A. The Contractor shall not begin successive phases of work until an inspection has been completed and the work is accepted by the COR. Notify the COR 48 hours prior to completing a phase requiring inspection.

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

2. Work to be covered includes, but is not limited to, underground utilities, utilities located behind walls, and work located below finish floors.

B. When the Contractor considers the work complete, submit written certification that:

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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 final inspection to the Contracting Officer, in writing, not less than 7 working days prior to the proposed date of final inspection. Final 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 final inspection date.

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

2. The Contractor will be given 10 calendar days, unless otherwise determined by the Contracting Officer, to remedy the stated deficiencies.

3. The Contractor shall provide a second written certification and request re-inspection to be scheduled not later than the 10 calendar days, unless otherwise determined by the Contracting Officer. This re-inspection shall also be completed during the contract performance period to be in accordance with the contract.

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

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

6. If final acceptance does not occur prior to the contract completion date, Liquidated Damages may be applicable in accordance with the Liquidated Damaged clause.

D. If the Government requires beneficial occupancy of the facility prior to completion of the work by the Contractor, an inspection shall be conducted by the COR to determine the work which is complete and either acceptable or deficient, and that work which is not complete. The Contractor will then complete the remaining work and correct any deficiencies.

3.02 TRANSITION FROM EXISTING TO NEW WORK

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

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

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

3.03 OPERATING TESTS

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

3.04 CLEANING

A. During Construction:

1. The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials. Contractor shall ensure all affected areas are “broom clean” and all tools shall be secured at the close of each work day.

Before requesting a Final Inspection, the Contractor shall remove from the work and premises any rubbish, tools, scaffolding, equipment, and materials that are not the property of the Government. Upon completing the work, the Contractor shall leave the work area in a fully cleaned, neat, and orderly condition satisfactory to the Contracting Officer. FAR 52.236-12

B. Dust Control

1. Schedule operations so that dust and other contaminants resulting from the cleaning process will not create a nuisance.

2. The amount of dust resulting from construction 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 final inspection.

2. Clean interior and exterior surfaces exposed to view – Not Used.

3. Clean project site.

a. Sweep paved areas.

b. Rake clean other surfaces.

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

3.05 RECORD AND ASBUILT DRAWINGS

A. AsBuilt Drawings:

1. With red pencil or red ink, neatly inscribe all COR approved changes to show final locations and types of partitions, walls, doors, electrical, fire alarm system, communication system, plumbing, heating, ventilating, air conditioning services and equipment, and similar work.

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

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

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

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

3.06 ENVIRONMENTAL CONSIDERATIONS

A. Migratory Bird Nesting Season

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

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

B. Northern Long-Eared Bat

1. The Fish and Wildlife Service has proposed that the Northern Long-Eared Bat (NLEB) be listed as endangered. The final decision on this listing will be made on or about April 2, 2015. If the NLEB is listed as endangered, it is likely that there will be restrictions on when trees can be cut or removed. The Contractor shall submit an Endangered Species Act Deconfliction Notification before disturbing or removing any trees over 3 inches diameter at breast height (dbh).

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The notification shall be submitted no less than 14 days prior to the scheduled clearing activities. The contractor shall not be permitted to proceed with the clearing, cutting, or removal of trees until approval has been provided by the Fort McCoy, DPW, Natural Resources Branch. The submittal notification shall state:

“This project is subject to the Endangered Species Act. Request Fort McCoy, DPW, Natural Resources Branch approval for the removal of trees as required by the project specifications.”

C. 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.

D. 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.

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SECTION 01007

INDUSTRY STANDARD ABBREVIATIONS

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. ABBREVIATIONS

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

AA Aluminum Association

AAMA Architectural Aluminum Manufacturer’s Association

AAN American Association of Nurserymen

AASHTO American Association of State Highway and Transportation Officials

ACI American Concrete Institute

AGA American Gas Association

AI Asphalt Institute

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

ANSI American National Standards Institute

ARI Air-conditioning Refrigerant Institute

ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers

ASME American Society of Mechanical Engineers

ASTM American Society for Testing and Materials

AVATI Asphalt and Vinyl Asbestos Tile Institute

AWI Architectural Woodwork Institute

AWS American Welding Society

AWPA American Wood Preservers Association

AWPB American Wood Preservers Bureau

AWPI American Wood Preservers Institute

AWWA American Water Works Association

CRSI Concrete Reinforcing Steel Institute

CS Commercial Standards of U.S. Department of Standards

EIA Electronic Industries Alliance

EPA Environmental Protection Agency

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EWA Engineered Wood Association (formerly APA)

FGJA Flat Glass Jobbers Association

FM Factory Mutual

FRP Fiber Reinforced Plastic

FS Federal Specifications

GA Gypsum Association

IEEE Institute of Electrical and Electronic Engineers

MSS Manufacturer’s Standardization Society

NAAMM National Association of Architectural Metal Manufacturers

NBS National Bureau of Standards

NBFU National Bureau of Fire Underwriters

NCMA National Concrete Masonry Association

NEC National Electric Code

NECA National Electrical Contractors Association

NEMA National Electrical Manufacturers Association

NFPA National Fire Protection Association

NFPA National Forest Products Association

NPC National Plumbing Code

NRCA National Roofing Contractors Association

NRMCA National Ready Mixed Concrete Association

NWMA National Woodwork Manufacturing Association

NWAHHA National Warm Air Heating and Air Conditioning Association

OSHA Occupational Safety and Health Administration

PCA Portland Cement Association

PPI Plastic Pipe Institute

PS Product Standard of NBS

SMACNA Sheet Metal and Air Conditioning Contractors National Association

SPIB Southern Pine Inspection Bureau

SSPC Steel Structures Painting Council

TIA Telecommunications Industry Association

UL Underwriters Laboratories

USAS United States of American Standards (formerly ASA)

WCLIB West Coast Lumber Inspection Bureau

WWPA Western Wood Products Association (WPA and WCLA)

01007 - 3

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01019 - 1

SECTION 01019

CONTRACT CONSIDERATIONS

PART 1 SCOPE

1.01 This is an Indefinite Delivery Indefinite Quantity (IDIQ) contract to repair or replace existing water main and components throughout Fort McCoy, Wisconsin.

A. Replacement water main will typically be installed in a new location so that the existing main can remain in service during construction.

B. New water main may be installed on this contract.

C. This contract may be utilized to replace single components of the main such as individual hydrants or valves which have failed or are leaking.

1.02 The performance time for installation of water main or laterals shall be determined based on the following production rates:

DESCRIPTION PRODUCTION RATE

Install 6” to 8” PVC Water Main 400 LF/Day

Install 10” to 16” PVC water main 250 LF/Day

Remove hydrants Incidental

Install hydrants Incidental

Install hydrant extensions Incidental

Remove concrete 100 SY/Day

Install concrete 25 CY/Day

Remove asphalt 1000 SY/Day

Install asphalt 200 SY/Day

Replace culvert 50 LF/Day

Install base course material 1000 SY/Day

Replace manhole 1 EA/Day

Horizontal boring 250 LF/Day

Remove gate valves Incidental

Install gate valves Incidental

Install post indicator valve Incidental

Install water lateral 250 LF/Day

Install tap Incidental

Install tees fittings Incidental

Install repair coupling Incidental

Install 90 degree fittings Incidental

Install 45 degree fittings Incidental

Install 22 ½ degree fittings Incidental

01019 - 2

Install reducer fittings Incidental

Install cap or plug fittings Incidental

Remove chain link fence 500 LF/Day

Install chain link fence 250 LF/Day

Remove abandoned pipe 200 LF/Day

Remove abandoned manhole 1 EA/Day

1.03 If a delivery order calls for the replacement of individual hydrants or valves not associated with the installation of a new or replacement main or lateral, the performance time shall be determined based on the following production rates:

A. Two days will be allowed for each hydrant and each valve scheduled for replacement.

1.04 Construction performance time will be determined as follows:

A. All quantities on the Bid Schedule for Contract Line Item 0001 will be estimated. The quantities on the delivery order are NOT TO EXCEED without authorization from the KO. Payment for each delivery order will be made based upon actual quantities installed in the field as measured by the Contractor and Construction Inspector.

B. For water main or lateral install, the quantity of each bid item will be divided by the production quantity for that bid item to determine the time allowed. The performance time for each line item will be rounded up to the next whole day.

C. The total of the performance times for each line item used on a project will be the project performance time.

D. An additional 10 days will be added to each project for mobilization. If two or more projects are included on one delivery order, the performance times for each project will be totaled prior to adding the 10 days.

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

1.05 Performance of delivery orders may require coordination with other contracts.

A. A preconstruction meeting will be held for delivery orders that require coordination with other contractors and for delivery orders that require install of water main in the roadway.

B. Bi-weekly progress meetings will be held on site to be attended by the Inspector, COR, Contract Specialist, and Prime Contractor.

C. Water outages must be coordinated 10 working days in advance. When possible, water outages shall be scheduled outside of normal working hours, excluding emergency outage situations as agreed by the Inspector.

D. Prior to commencing the work on a delivery order, the Contractor must submit a proposed construction schedule with proposed water outage dates identified.

1.06 It is the intent of the Government to issue a delivery order immediately following the award of this contract. The estimated quantities for this work will be provided shortly after the project is identified.

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

01019 - 3

PART 2 PRODUCTS

2.01 CONTRACT LINE ITEM (CLIN) 0001: MUNICIPAL WATER MAINS

A. Installation of 6, 8, 10, 12, and 16 inch PVC water main. Payment shall be per linear foot of main installed and shall be full compensation for trenching, flagging operations, dewatering if needed, installation of the main, thrust blocks, bedding, backfilling to bottom of subbase, compaction, erosion control measures, and landscape restoration if main is located outside the pavement or shoulder area.

B. Remove hydrants. Payment shall be per hydrant removed and shall be full compensation for excavation, dewatering if needed, removal and disposal of the existing hydrant, capping of the main if a new hydrant is not installed, installation of compacted backfill to final grade, and installation of base course material or landscape restoration.

C. Furnish and install new hydrants. Payment shall be per hydrant installed and shall be full compensation for materials, installation of hydrant with control valve, connection to the 6” hydrant lead, and painting of the cap and bonnet in NFPA designated flow rate color to match the same color of the demolished hydrant’s cap/bonnet being replaced. Where hydrants are installed on newly extended distribution mains, paint cap/bonnet in color as determined by the COR or as indicated on the drawings.

D. Furnish and install hydrant extensions in suitable length for actual depth of bury to finish grade dimension. Payment shall be per each of extension installed and shall be full compensation for barrel extensions in 6” increments from 6” up to 48” in length with extension flanges, gaskets/o-rings, bonnets, hardware, rod coupling, and pins. Provide and install hydrant color coded flags and/or tags based on the pressure reading obtained after installation.

E. Remove concrete. Payment shall be per square yard of concrete removed and shall be full compensation for saw cutting, pavement removal, disposal of concrete, and landscape restoration. Restoration shall match existing surroundings by furnishing gravel fill, topsoil, seeding, natural vegetation, or prep for new concrete in accordance with the delivery order.

F. Furnish and install concrete. Payment shall be per square yard of concrete installed and shall be full compensation for excavation, preparation of subgrade material, installation and preparation of 6 inches of compacted base coarse material, placement and finishing of 4 inch thick, 4000 psi concrete, backfill of pavement, and landscape restoration.

G. Remove asphalt. Payment shall be per square yard of asphalt removed and shall be full compensations for saw cutting, pavement removal, disposal of asphalt, and landscape restoration. Restoration shall match existing surroundings by furnishing gravel fill, topsoil, seeding, natural vegetation, or prep for new concrete in accordance with the delivery order.

H. Furnish and install asphalt. Payment shall be per the square yard of asphalt installed and shall be full compensation for excavation, preparation of subbase material, installation and preparation of 6 inches of compacted base course material, installation of two layers of compacted asphalt at minimum 4” total thickness.

I. Removal and replacement of corrugated steel or PVC culverts. Payment shall be per linear foot of culvert installed including flared end sections and shall be full compensation for excavation, disposal of existing culvert, subgrade preparation, installation of new culvert with flared end walls, backfill, compaction and installation of

01019 - 4 base course material or landscape restoration. The corrugated steel culverts will be up to 16 inches in diameter. The PVC culverts will be up to 12 inches in diameter.

J. Furnish and install base course material. Payment shall be per cubic yard of compacted base course material installed and shall be full compensation for furnishing and installation of compacted base course material. Thickness of base course material shall be in accordance with the delivery order drawings and scope of work.

K. Remove and replace 48” manholes. Payment shall be per each manhole replaced and shall be full compensation for excavation, removal and disposal of existing manhole, subbase preparation, installation of new manhole, backfill to bottom of subbase, and compaction. Price shall include the material cost for the manhole, adjustment rings, castings, frame and lid; connection to pipes; and necessary fittings. These manholes are located at pressure reducing valves in the water main.

L. Horizontal boring. Payment shall be per linear foot of main installed by the bore and shall be full compensation for excavation of pilot holes, horizontal boring, boring material, installation of the water main, fittings, and tie ins to the direct bury main. Coupling fittings are included in separate line item.

M. Remove gate valves. Payment shall be per valve removed (regardless of size) and shall be full compensation for excavation, dewatering if needed, removal and disposal of the existing valve, installation of compacted backfill to final grade, and installation of base course material or landscape restoration.

N. Furnish and install 4, 6, 8, 10, 12, and 16 inch gate valves. Payment shall be per each valve installed and shall be full compensation for material and installation of new valve and fittings required for connection to the existing water main, O. Furnish and install 4-Inch post indicator valve. Payment shall be per each valve installed and shall be full compensation for labor and material for installation of the valve.

P. Installation of 2 or 4 inch lateral. Payment shall be per linear foot of lateral installed and shall be full compensation for trenching, flagging operations, dewatering if needed, installation of the lateral, connection to the building service entrance, bedding, backfilling to bottom of subbase, compaction, erosion control measures, and landscape restoration if lateral is located outside the pavement or shoulder area.

Q. Furnish and install 2” tap. Payment shall be per each tap installed and shall be full compensation for installation of the tap at the water main, corporation cock, curb stop, valve box, and necessary fittings for connecting to the 2” lateral.

R. Furnish and install tee fittings. Payment shall be per each tee installed and shall be full compensation for material and installation of the tee in the lateral or water main and adapter fittings necessary for connecting to the water main.

S. Furnish and install repair couplings. Payment shall be per each coupling installed and shall be full compensation for the material and installation of the coupling and connection of the piping.

T. Furnish and install 90 degree and 45 degree elbow fittings, reducer fittings, and cap or plug fittings. Payment shall be per each fitting installed and shall be full compensation for the material and installation of the fitting and connection of the piping.

U. Removal of chain link fencing. Payment shall be per the linear foot of fencing removed and shall be full compensation for disassembly, removal of posts and braces, disposal, 01019 - 5 backfill and compaction of post holes, and landscape restoration or installation of base course material.

V. Furnish and install chain link fence. Payment shall be per linear foot of fence installed and shall be full compensation for layout, corner and intermediate posts, concrete footings, braces, hardware, chain link fabric, gates, barbed wire where applicable, and necessary accessories. Prepare area to match existing grades prior to installing fence and restore landscaping or install base course material after fence install is complete.

W. Remove below grade abandoned water lines less than or equal to 6” diameter back to main, remove abandoned tap at main, seal, and sanitize per appropriate code. Backfill with free draining sand to 8” below average grade and compact to 95%. Finish grade with topsoil and hydro seed all disturbed grade, or 12” of free draining gravel compacted to 95% if removal is in existing roadbeds.