W911SA18B2020_Attachment_2_Specifications.pdf

May 2018 Fort McCoy Water Main Projects, Various Locations

SPECIFICATIONS

FOR

FORT MCCOY

WATER MAIN PROJECTS

PROJECT NAME: FORT MCCOY WATER MAIN

PROJECTS, VARIOUS LOCATIONS, FORT MCCOY, WI

PROJECT NUMBER: 47-018-1622

FOR OFFICIAL USE ONLY

May 2018 Fort McCoy Water Main Projects, Various Locations 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 02082 Underground Utility Marking Section 02083 Tracer Wire for Nonmetallic Piping

Systems Section 02310 Base Course Section 02315 Excavation Section 02317 Trenching and Backfilling Section 02447 Directional Boring Section 02501 Manholes Section 02510 Ductile Iron Water Piping Systems Section 02511 PVC Water Piping Systems Section 02534 HDPE Water Piping Systems Section 02610 Pipe Culverts Section 02740 Hot Mix Asphalt Pavement Section 02821 Chain Link Fences and Gates Section 02923 Landscaping Section 02925 Sodding Section 02930 Seeding, Maintained Areas Section 02931 Seeding, Not Maintained Areas

DIVISION 3

Section 03030 Quality Control – Concrete Section 03100 Concrete Forms Section 03150 Concrete Accessories Section 03200 Concrete Reinforcement Section 03310 Exterior Cast-In-Place Portland Cement

Concrete

DIVISION 4 – DIVISION 16

NOT USED

END OF SECTION

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-1

SECTION 01000

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY OF THE WORK

A. GENERAL

1. All construction refuse and debris shall be cleaned up daily.

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

B. REMOVAL WORK: Remove all items as indicated on drawings and in specifications, and dispose of all removed items off Fort McCoy at the Contractor’s expense including but not limited to:

1. Provide removal and proper disposal of existing equipment, materials, refuse, and debris to facilitate the completion of work.

2. Provide removal and proper disposal of utility distribution systems including piping, valves, fittings, components and appurtenances.

3. Provide removal and proper disposal of concrete, asphalt, culverts, base course material, manholes, and fencing to facilitate the completion of work.

4. Provide demolition and proper disposal of water piping and laterals including valves, manholes, hydrants, fittings, and connected appurtenances.

5. Specifications take precedence over drawings if there is conflict between specifications and drawings.

a. Where drawings represent or indicate that existing water piping is to be abandoned in place, the Contractor must provide complete removal and proper disposal of all water piping indicated for replacement including connected components and appurtenances. Where existing water piping extends under a building, provide cap and seal of the water piping at five feet from the footing on each side of the building. Do not abandon existing water piping in place including connected components and appurtenances.

b. It is the intent of this project to install HDPE piping systems. Where drawings represent or indicate the installation of PVC piping, the Contractor shall provide HDPE piping in accordance with Specification Section 02534.

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. Utility Water Distribution Piping and Lateral Installations.

a. Install new water piping and laterals from 2-inches to 16-inches in size.

b. Install new water piping and laterals to replace existing piping and laterals.

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-2

c. Boring of water piping and laterals under pavements, or as required by the Government.

d. Install new utility piping, valves, fittings and appurtenances as required for the completion of work.

2. Hydrant and Valve Installations.

a. Install single components of water distribution piping such as individual hydrants or valves.

3. Protection of Existing Structures, Utilities, Improvements, and Vegetation.

a. During all phases of work, provide protection against damage for all of the following: existing structures (all types including survey monuments, bench marks, reference points); utilities (all types, above ground and underground), improvements (fencing, sidewalks, paved areas, roads and curbs), and vegetation.

b. Provide barriers, signage, coverings, temporary fencing, tree wells, or other similar types of protection to meet safety requirements, to safeguard against injury, and to prevent damage to existing structures, utilities, improvements, and vegetation.

c. Provide repair and restoration to original condition or replacement as determined by the KO for any damage to existing structures, utilities, improvements, and vegetation.

d. The Contractor shall protect existing vegetation to remain in place during the work against damage including landscaping, lawns, grassy areas, trees and shrubs including unnecessary cutting, breaking, bruising, or smothering by stockpiling excavated materials or parking of vehicles.

D. REPAIR WORK: Contractor shall provide all labor, equipment, materials, transportation, and supervision necessary to perform repairs or replacement work under this contract including but not limited to:

1. Utility Water Distribution Piping and Lateral Replacements.

a. Replace existing water piping and laterals from 2-inches to 16-inches in size, and connected water piping system components and appurtenances.

b. Boring of water piping and laterals under pavements as required for the completion of repair or replacement work.

c. Replace existing utility piping, valves, fittings and appurtenances as required for the completion of repair or replacement work.

2. Hydrant and Valve Replacements.

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

3. Repair any existing utilities, structures, and features damaged or altered during all phases of work to match existing utilities, structures and features.

4. Repair landscaping features damaged or altered during all phases of work to match existing landscaping features including plants, grass, lawns, flowers, trees, and shrubs.

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5. Repair vehicle ruts. Level the ruts, place topsoil, and seed the disturbed areas in compliance with Specification Sections 02930 and 02931.

6. Repair and reinstall structures designated for temporary removal during the work including survey monuments, bench marks, reference points, and improvements.

7. Provide repairs to existing utilities, structures, and features as specified herein and as determined by the COR.

1.02 BUILDINGS – NOT USED

1.03 ABBREVIATIONS

A. “KO” = Contracting Officer.

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

C. Industry Standard Abbreviations: Refer to Specification 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 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 telephone usage and calls.

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

C. Temporary Water

1. Contractor shall provide an electronic written request for temporary water supply to Fort McCoy DPW (Directorate of Public Works).

2. Water for construction purposes will be furnished by the Government and will be available from an existing water connection in areas where work is scheduled 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.

3. The Contractor shall furnish anti-siphon and backflow prevention devices on all temporary water connections at Contractor’s expense. Proof of certification is required.

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

Contractor shall repair leaks immediately. Freeze protection shall be provided by the Contractor at all times when freezing is possible.

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D. Temporary Sanitary Facilities

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

2. The Contractor shall be responsible for providing temporary toilet and sanitary facilities at Contractor’s expense. The Contractor shall pay rental fees and cleaning charges, and shall remove the facilities promptly 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 temporary sanitary facilities in a clean and sanitary condition at all times.

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 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.

F. Security

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

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

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

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

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.

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H. Access and General Protection/Security Policy and Procedures

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

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

1. Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05.

The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DOD facility and access, via logon, to DOD networks on-site or remotely; (2) Remote access, via logon, to a DOD network using DOD-approved remote access procedures; or (3) Physical access to multiple DOD facilities or multiple non- DOD federally controlled facilities on behalf of the DOD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled

NACI.

J. Traffic Work

1. All work around or involving roadways including 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 road closure, coordination, signage, and traffic management to meet Fort McCoy requirements.

a. The Contractor shall provide a road closure plan for each road closure which depicts the location of the road closure and signage locations.

b. For all road closures, provide an advance written notification (electronic and hard copy) to the Contracting Officer a minimum of twenty calendar days prior to the start of the proposed road closure.

c. Advance written notification shall include the start and end dates for each road closure; purpose of each road closure; a list of all traffic management measure to be implemented for each road closure; full name of superintendent on-site with complete contact information, and alternate point of contact in case of emergency.

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d. The Contractor shall provide a road closure plan for each road closure with an advance written notification, and the road closure plan shall include the location of each road closure and locations of signage.

e. The Contractor shall not close any road without prior written authorization from the Contracting Officer.

f. The Contractor shall provide coordination prior to each road closure through the Contracting Officer and Fort McCoy DPW.

g. The Contractor shall provide road closure signage including detour signage as necessary for traffic management, and to meet safety and traffic requirements.

K. 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.

L. Refuse Disposal and Recycling

1. Provide all solid waste disposal associated with this contract including but not limited to the container delivery, removal, and disposal fees. Items included under this section are all solid wastes as defined by Wisconsin State Statute

289.01 (33). These items shall be disposed in a licensed sanitary landfill or recycling center in accordance with State of Wisconsin Administrative Code Chapter NR500 series.

2. The Contractor is allowed to use Fort McCoy recycling facilities for concrete, mixed paper, plastics (PETE#1 and HDPE#2), cardboard, trees/woody waste, metals, and aluminum cans. If materials are recycled at Fort McCoy, provide all labor and delivery to the designated recycling facilities. Materials shall be weighed and weigh slips provided to the COR to receive credit toward the 50% requirement in “Waste Reporting” above. Materials not weighed can be delivered to the designated recycling facilities, but the material will not count toward the 50% waste reporting requirement.

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

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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.

1.05 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.” Provide a Contractor Quality Control (CQC) Plan to cover all design and construction operations (both onsite and offsite) and to meet requirements as specified herein as a minimum including work by subcontractors, fabricators, and suppliers, and key the CQC plan to the proposed construction sequence. The CQC 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, in specifications, and as specified herein.

B. All plumbing work and plumber apprentices shall be supervised full time on site and at all times during the work by a state licensed journeyman plumber. Plumbing apprentices shall be in a recognized plumbing apprenticeship training program. All plumbing work shall be overseen by a state licensed Master plumber. Proof of current state license 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 and electrical apprentices shall be supervised full time on site and at all times during the work by a state licensed journeyman electrician. Electrical apprentices shall be in a recognized electrical apprenticeship training program. All electrical work shall be overseen by a state licensed Master electrician. Proof of current state license is required. The cost of the work shall include all State permit fees and approval for the installation of electrical equipment and devices.

D. All welding work shall be supervised and performed on site and at all times during the work by an AWS certified and state licensed welder. The certified and licensed welder must have a minimum two years of documented experience in the type of welding required for the work. Proof of current state welder license and AWS certification for the specific type of welding work is required. The cost of the work shall include all State permit fees and approval for each type of installation.

E. All HDPE piping installation and work must be supervised full time on site and at all times by a qualified and certified HDPE piping systems field supervisor with a minimum two years of documented HDPE piping installation supervisory experience, and manufacturer certified and qualified within the past year for the type of installation, pipe size, and equipment to be used during the work. The cost of the work shall include all State permit fees and approval for HDPE water pipe joining and installations.

1. All HDPE pipe fusion joining work must be supervised on site and at all times during joining work by a qualified and certified HDPE pipe fusion joiner (fusion technician). HDPE fusion joiners must be certified and qualified by the HDPE manufacturer for the specific joining method (butt fusion), pipe size, and

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-8 equipment to be used during the work, and must have a minimum of one year of prior HDPE pipe fusion joining experience.

2. For all HDPE piping installers and fusion joiners, proof of pipe manufacturer qualifications is required including documented experience, training, and certifications for each type of installation, pipe size and equipment to be used during the work. Refer to Section 02534 for more details regarding qualification requirements.

1.06 APPLICABLE STANDARDS, GUIDES AND SPECIFICATIONS

A. References are made in these specifications to published laws, codes, standards, regulations, and specifications, and to manufacturers’ societies, associations, and other standards. All references are included in these specifications as if written in their entirety.

B. Where referenced documents are not specified by date, the most recent edition published as of the bid or proposal request date shall apply. UFC design guides set a minimum requirement for each standard that may be exceeded by a more recent standard as referenced in specification sections.

C. UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings.

1.07 OPERATION AND MAINTENANCE MANUALS

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

B. Drawings:

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

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.

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c. Summer and winter operating instructions.

d. Special operating instructions.

3. Maintenance procedures;

a. Routine operations.

b. Guide to “Trouble-Shooting.”

c. Disassemble, repair, and reassemble.

d. Alignment, adjusting, and checking.

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

5. Manufacturer’s printed operating and maintenance instructions.

6. Description of sequence of operations by control manufacturer.

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

a. Predicted life of parts subject to wear.

b. Items recommended to be stocked as spare parts.

8. As-installed control diagrams by controls manufacturer.

9. Each Contractor’s coordination drawings:

a. As-installed color coded piping diagrams.

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

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

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

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

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

1.08 DELIVERY AND STORAGE

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

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

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

1.09 TRAILERS OR STORAGE BUILDINGS, INCLUDING OFFICE TRAILERS

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

B. The trailers or buildings shall be in good condition, free from visible damage, rust, and deterioration, and meet all applicable safety requirements. Trailers shall be roadworthy and comply with all appropriate State and local vehicle requirements. Failure to maintain

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-10 storage trailers or buildings to these standards shall result in the removal of non-complying units at the Contractor's expense.

C. A sign not smaller than 2-feet by 2-feet shall be conspicuously placed on the trailer depicting the company name, business phone number, and emergency phone number.

D. Trailers shall be anchored to resist high winds and must meet applicable state and local standards for anchoring mobile trailers.

E. Provide metal or fiberglass skirting completely around office trailers within 30 days after placement of the trailer on the lot and after being approved by the COR.

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

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

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

1.10 STORAGE SITE

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

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

C. Grass and weeds shall be cut on a regular basis to a height not to exceed three inches. In the Cantonment, uncut height shall not exceed 6 inches. Outside the Cantonment, uncut height shall not exceed 12 inches.

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

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

1.11 SCHEDULING AND COORDINATING WORK

A. Contractor shall submit the proposed construction schedule in accordance with the FAR clause entitled Schedule for Construction Contracts and in accordance with Specification Section 01300 Submittals. 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 prepare and submit a project schedule in the form of a Gantt Chart for review within 20 calendar days of award and prior to a Pre-construction Conference (pre-con) if a pre-con meeting is held. 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 Contractor shall obtain approval for the project schedule prior to the start of construction.

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

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-11 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. Outages: Outages shall be shown on the schedule provided. Emergency utility outages shall be reviewed by the Contracting Officer/Inspector prior to the start of the utility outage. Expenses and damages caused by unscheduled or unapproved utility outages shall be at Contractor's expense.

1. For all outages, provide an advance written notification (electronic and hard copy) to the KO a minimum of ten calendar days prior to the start of the proposed outage. Written notification must include the date of each proposed outage; type and purpose of each outage; a list of all impacted systems during the outage; full name of on-site outage supervisor with contact information, and the estimated duration of outage.

2. The Contractor shall provide advance coordination for all outages with Fort McCoy DPW and all impacted utilities. Refer to Specification Section 01019 for additional coordination requirements.

1.12 WARRANTIES

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

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

C. The Contractor shall populate and submit a Warranty Item Tracking spreadsheet for materials and workmanship cover under Paragraph 1.12 A. The Contractor shall use PART 4 WARRANTY ITEM TRACKING SHEET located at the end of this Section as a template to prepare and populate the warranty item tracking spreadsheet submittal. The spreadsheet shall include all major equipment products for installation and project work, and each equipment product provided with an extended warranty equipment. Extended warranty shall be defined as 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 scheduled maintenance to meet warranty requirements.

1.13 CONTRACT SUPERINTENDANT

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

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-12 and have on the work a competent superintendent who is satisfactory to the Contracting 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 EQUIPMENT AND MATERIALS

A. Equipment and materials to be demolished:

1. All piping, appurtenances, equipment and 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. All items indicated or specified for demolition or removal must not be reused including all segments of existing piping, and connected appurtenances and components.

2.02 NEW PIPING, APPURTENANCES, AND MATERIALS

A. Piping, appurtenances, equipment, components, and materials shall be the standard products of a manufacturer regularly engaged in the manufacture of those products and products for installation shall meet all requirements of specifications. Each product for installation shall have a minimum of five years of dependable and satisfactory use.

B. All piping, appurtenances, equipment, components and materials shall be of the latest type or model currently being produced by the manufacturer.

C. All products of the same type shall be from the same manufacturer.

D. Seconds, refurbished, or otherwise substandard piping, appurtenances, equipment, components and materials are prohibited on Fort McCoy and are not authorized for installation.

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 forty eight (48) hours prior to completing a phase requiring inspection.

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-13

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

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

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

1. Contract documents have been reviewed.

2. All project submittals have been completed and submitted for review including construction redlines properly completed on asbuilt drawings.

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 seven (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 of deficiencies will be provided to the Contractor from the Contracting Officer.

2. The Contractor will be given ten calendar days to remedy all deficiencies and complete corrective actions, unless otherwise determined by the Contracting Officer.

3. The Contractor shall provide a second written certification after remedy of all deficiencies is complete and request re-inspection to be scheduled not later than the ten (10) calendar days from the date of certification, 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 whether the completed work meets requirements, to document all deficiencies and any work that is not complete, and to accept completed work that meets all requirements

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-14 without any deficiencies. The Contractor will then complete the remaining work and correct all deficiencies.

3.02 TRANSITIONS FROM EXISTING TO NEW WORK

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

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

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

C. All piping transitions shall be in compliance with Specification Sections 02510, 02511, and 02534.

3.03 TESTING AND VERIFICATION

A. Provide all types of inspections, tests, verifications, and submittals in compliance with specifications and as specified herein. Testing shall be performed by an independent testing agency.

B. Provide submittals of all test results with data. Test results shall be on the independent testing agency letterhead with date of test, test data, criteria for testing, and results.

C. After installations of new piping systems including appurtenances, utility marking, concrete, and connected components are completed, the Contractor shall provide and conduct inspections, installation tests, operating tests, and verifications to meet requirements of specifications for approval. Tests shall demonstrate that the installation, performance, operation, and other testing requirements of specifications have been met.

Tests shall be performed in the presence of the COR.

3.04 ENVIRONMENTAL CONSIDERATIONS

A. Migratory Bird Nesting Season and Northern Long-Eared Bat

1. This project is subject to the Migratory Bird Treaty Act. In order to reduce potential impacts to migratory birds during their nesting season and to the northern 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 1 through 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 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. Prohibited Plant Species

1. The Fort McCoy DPW Environmental Division, Natural Resources Branch oversees the Fort McCoy Wildlife Program and manages Fort McCoy’s natural resources including requirements to protect against prohibited plant species (including invasive species and noxious weeds).

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-15

2. Provide protection against prohibited and invasive species on Fort McCoy in accordance with the Fort McCoy Wildlife Program. For a complete list of prohibited plant species, refer to Section 02930 Seeding, Maintained Areas, Appendix A: Fort McCoy Prohibited Plant Species List.

3. Do not transfer contaminants to Fort McCoy from off site, and do not transfer contaminants from one location to another location on Fort McCoy.

4. Provide documentation of the cleaning of vehicles and equipment prior to arrival at Fort McCoy, and provide verification that vehicles and equipment are free of prohibited plant species including contaminants. Vehicles and equipment shall be cleaned using a high pressure washer or air pressure to the extent needed to remove all prohibited plant species, contaminants including contaminated soil and fill materials, and unapproved materials.

5. If any type of prohibited or invasive plant species are encountered at a project site, provide immediate notification to the Fort McCoy Wildlife Program, and wash vehicles and equipment as specified herein prior to moving and transporting to another project site on Fort McCoy.

6. Prior to arrival at Fort McCoy, provide verification that all seed, plant species, soil materials, fill materials, fertilizer, and mulch are free of prohibited plant species including contaminants in accordance with Fort McCoy requirements.

C. Oak Wilt Season

1. Contractor shall not perform tree removal during the oak wilt season (April 1 thru July 15) 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. Provide advance written notification to the COR and the Fort McCoy Cultural Resources staff (hard copy and electronic) a minimum of five calendar days prior to the start of mechanical ground disturbance for areas within fifty feet of a protected cultural resource area. Do not proceed with work and ground disturbances without the concurrence from the Fort McCoy Cultural Resources staff.

2. A qualified member of the Fort McCoy Cultural Resources staff shall be present to monitor activity when mechanical ground disturbance work is in progress within fifty (50) feet of a protected cultural resource area.

3. If potentially significant archaeological or cultural artifacts are encountered during the work, immediately stop all ground disturbance work to allow the Fort McCoy Cultural Resources site monitor to evaluate the artifacts or remains.

4. If archaeological or cultural artifacts are encountered when a Cultural Resources site monitor is not present, immediately stop all ground disturbance work and provide prompt notification within two hours of discovery to the KO, COR, and Fort McCoy Cultural Resources staff.

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-16

5. In the event that human remains or items covered under the Native American Graves Protection and Repatriation Act (NAGPRA) are encountered, all ground disturbance work and related types of work shall cease for a minimum of thirty

(30) calendar days. Human remains shall not be disturbed.

6. If delays are encountered during the work, the Contractor shall retain the right to submit documentation for an equitable adjustment to the KO.

7. Contact Fort McCoy Cultural Resources staff for information or questions regarding cultures resources and project areas on Fort McCoy.

3.05 HOT WORK PERMIT

A. Hot work permits shall be required when performing activities which generate or which have the potential to generate heat, sparks, or open flames such as abrasive blasting, burning, brazing, cutting, grinding, powder-actuated tools, hot riveting, soldering, thawing, activities, welding, or any similar operations capable of initiating fires or explosions.

B. The Contractor shall obtain a Hot Work Permit prior to performing any of the activities in Paragraph 3.06 A. This permit may be obtained from the Fire Department in Building 1680. The non-emergency telephone number is 608-388-4151.

C. The Contractor shall submit a copy of the Hot Work Permit in accordance with Specification Section 01300 Submittals.

D. All hot work shall be performed in compliance with EM 385-1-1.

E. The Contractor is responsible to maintain current permits for hot work.

3.06 CLEANING

A. During Construction:

1. The Contractor shall keep work areas clean at all times, and shall provide daily cleaning to keep work areas clean and free from accumulations of refuse and 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

1. Clean interior spaces prior to the start of finish coatings and continue cleaning on an as-needed basis until coatings are finished.

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

3. The amount of dust resulting from demolition shall be controlled to prevent the spread of dust and to avoid creation of a nuisance in the surrounding areas. The use of water will not be permitted when it will create or result in hazardous or objectionable conditions such as ice, flooding, and pollution.

4. All buildings, materials, and equipment, including ductwork and diffusers, shall be cleaned of all dust and dirt resulting from the performance of the work under this contract.

May 2018 Municipal Water Distribution IDIQ FY19-FY22 01000-17

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 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.

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, completion of asbuilt drawings, and submittal of 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 drawings including asbuilts 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…