W911SA-19-B-2002_Attachment_2_Specifications.pdf

SPECIFICATIONS

CONCRETE AND

GRAVEL PAVING IDIQ

FY 2019 – FY 2022

FORT MCCOY, WISCONSIN

PROJECT NO:

DRAWING NO: 47-018-1244

July 2018 Concrete and Gravel Paving IDIQ FY 19-FY 22 00002 - 1

TABLE OF CONTENTS

CONTRACT REQUIREMENTS

TECHNICAL SPECIFICATIONS-DIVISIONS 1 THROUGH 16

DIVISION 1 GENERAL REQUIREMENTS

01000 GENERAL REQUIREMENTS

01007 INDUSTRY STADARD ABBREVIATIONS

01019 CONTRACT CONSIDERATIONS

01300 SUBMITTALS

01400 SPECIAL SAFETY REQUIREMENTS

DIVISION 2 SITE WORK

02010 SITE PREPARATION

02015 ENVIRONMENTAL CONTROLS

02310 IN-PLACE BASE COURSE MATERIAL

02348 GEOTEXTILE FABRIC

02520 EXTERIOR PORTLAND CEMENT CONCRETE

PAVING

02821 CHAINLINK FENCE AND GATES

02923 LANDSCAPE PREPARATION

02930 SEEDING, MAINTAINED AREAS

02931 SEEDING, NOT MAINTAINED AREAS

DIVISIONS 3 NOT USED

DIVISION 4 NOT USED

DIVISION 5 METALS

05999 MISCELLANEOUS METALS

DIVISION 6 THROUGH 16 NOT USED

July 2018 Concrete and Gravel Paving IDIQ FY 19 – FY 22 01000 - 1

SECTION 01000

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY OF THE WORK

A. REMOVAL WORK: Remove all items indicated on the drawings and in the specifications and dispose of off Post at the Contractor’s expense including but not limited to:

1. Remove existing pavement as required for each task order.

2. Remove subgrade or subbase material as required for each task order.

3. Remove all obstructions from site in preparation for site grading, to include chain link fences, posts, and gates.

4. Remove fencing materials as required to provide access to forming and placing concrete for mow strips when required on task orders.

B. NEW WORK: Contractor shall provide all labor, equipment, materials, transportation, and supervision necessary to perform the work under this contract and task orders including but not limited to:

1. Reconstruct and maintain existing concrete roadways, parking areas, and sidewalks.

2. Construct new concrete roadways, parking areas, sidewalks, mow strips, and curb and gutters.

3. Construct new gravel roadways, parking areas, and open lots.

4. Provide and place aggregate base course, prepare subgrade and existing base, install culverts, and other work as specified to construct new work.

5. Provide survey and staking for fill placement, concrete placement, excavation, ditchlines, and placement of base course material.

6. Construct new chain link fence and gates in association with concrete or gravel work.

7. Install new culverts where specified on task orders to provide continuous drainage.

8. Install erosion controls such as silt fence and erosion control blankets.

9. Install pipe bollards when specified on task orders.

10. Install concrete siloxane concrete sealer when specified on task orders.

11. Place joints, expansion joint filler when specified on task orders.

C. REPAIR WORK: Contractor shall repair any damages caused by this construction, including but not limited to;

1. Repair any existing construction which is damaged.

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

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

1.02 BUILDINGS – NOT APPLICABLE

1.03 ABBREVIATIONS

A. “KO” = Contracting Officer.

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

C. Industry Standard Abbreviations - See Section 01007.

1.04 TEMPORARY UTILITIES AND FACILITIES

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

1. Temporary electricity, if required, shall be provided by the Contractor by portable generator or temporary power pole. The cost of the generator and fuel and/or temporary power pole shall be the responsibility of the Contractor. The cost of electricity used if the Contractor provides a temporary power pole will be provided by the Government at no cost to the Contractor. The Contractor shall contact Xcel Energy for temporary power. Government electricity shall not be used for heating.

B. Temporary heating, cooling, and ventilation

1. Furnish, install, and maintain all temporary systems and equipment required to maintain specified or required environmental conditions during the progress of the work. Remove upon completion of work at the expense of the Contractor.

2. Government provided electricity will not be used for heating.

C. Temporary Telephone Service

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

Century Telephone 205 5th Avenue LaCrosse, Wisconsin 54601

(800) 872-4017

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

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

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

D. Temporary Water

1. Water for construction purposes is available from an existing water connection in the building 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. Proof of certification is required.

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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.

E. Temporary Sanitary Facilities

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

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

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.

F. Temporary Enclosures – Not Applicable.

G. 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.

H. 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.

I. Access Roads and Parking Areas

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

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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.

J. 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, signage, and traffic management to meet Fort McCoy requirements.

a. 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 and 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 at start and end dates for each road closure; purpose of each road closure; a list of traffic management measures 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.

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

01000 - 5 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.

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

M. 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.

N. Access and General Protection/Security Policy and Procedures

1. The contractor and all associated subcontractors’ employees shall provide all information required for background checks to meet installation access requirements to be accomplished by Director of Emergency Services or Security Office. 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 standard operating procedures (SOP) provided by government representative. In addition to the changes otherwise authorized by the changes clause of

01000 - 6 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.

O. 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.

1.05 QUALITY CONTROL

A. The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with the Contract Clause titled “Inspection of Construction.” The Contractor Quality Control (CQC) Plan shall include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and shall be keyed to the proposed construction sequence. The plan shall identify personnel, procedures, control, 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.

D. All hazardous material abatement shall be supervised by a certified asbestos supervisor and a certified lead base paint supervisor.

E. All work associated with air-conditioning refrigerant shall be conducted by an Air- Conditioning Refrigerant Institute Certified Technician; Type-Universal. All work shall also be conducted in accordance with Federal Law “40 CFR Part 82 subpart F and Parts 273, 279, and 761” and U.S. Environmental Protection Agency “Clean Air Act (1990) Section 608” and all EPA final regulations associated with section 608.

1.06 APPLICABLE STANDARDS, GUIDES AND SPECIFICATIONS

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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. Unified Facility Criteria (UFC) design guides set as a minimum requirement for each standard that may be exceeded by a more stringent standard as referenced in the specifications.

1.07 OPERATION AND MAINTENANCE MANUALS – NOT APPLICABLE

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 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 Cantonment, uncut height shall not exceed 6 inches. Outside Cantonment, uncut height shall not exceed 12 inches.

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

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

1.11 SCHEDULING AND COORDINATING WORK

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

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

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

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

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

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

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

1.12 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 supplier’s terms and conditions of the warranty.

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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.

D. The Contractor shall develop, populate, and submit a Warranty Item Tracking spreadsheet for Equipment that has been demolished or replaced during a renovation.

Demolished or removed equipment shall be reported on a Removed Item Tracking spreadsheet. The Contractor shall develop, populate, and submit the spreadsheet with equipment information to include: equipment description, make, model, serial number, capacity and capacity unit of measure.

PART 2 PRODUCTS

2.01 EXISTING MATERIALS

A. Materials to be demolished:

1. All materials identified to be demolished and removed from the existing facilities shall be the responsibility of the Contractor to remove completely from Fort McCoy.

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

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

2.02 NEW MATERIAL AND EQUIPMENT

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

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

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

PART 3 EXECUTION

3.01 INSPECTION

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

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

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

01000 - 10

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

1. Contract documents have been reviewed.

2. Project submittals have been completed.

3. Work has been inspected by the Contractor for compliance with the contract.

4. Equipment and systems have been tested, balanced, and adjusted for proper operations.

5. Work is complete and ready for final inspection.

6. Contractor shall provide a requested date for punch list inspection to the Contracting Officer, in writing, not less than 7 working days prior to the proposed date of inspection. Punch list inspections shall be scheduled and conducted to ensure compliance with the contract completion date.

C. The COR will coordinate with the members of the inspection party and establish the punch list inspection date.

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

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

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

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

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

6. If final acceptance does not occur prior to the contract completion date, liquidated damages may be applicable in accordance with the liquidated damaged clause.

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

3.02 TRANSITION FROM EXISTING TO NEW WORK

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

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

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.

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3.03 OPERATING TESTS

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

3.04 ENVIRONMENTAL CONSIDERATIONS

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

1. 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).

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 must be cleaning using a high pressure washer or air pressure to the extent needed to remove all prohibited plant species, contaminants including 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 fertilizer, and mulch are free of

01000 - 12 prohibited plant species including contaminants in accordance with Fort McCoy requirements.

C. Oak Wilt Season

1. Contractor shall not perform tree removal during oak wilt season (April 1 through 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 form 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 Resource staff monitor to evaluate the artifacts or remains.

4. If archaeological or cultural artifacts are encountered when a Cultural Resources staff 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.

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 cultural resources and project areas on Fort McCoy.

3.05 CLEANING

A. During Construction:

1. The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials. The Contractor shall ensure all affected areas are “broom clean” at the end of each work day. Before completing the work, the Contractor shall remove from the work and premises, any rubbish, tools, scaffolding, equipment, and materials that are not the property of the

01000 - 13 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.

C. Final Cleaning

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

2. Clean interior and exterior surfaces exposed to view.

a. Remove temporary labels, stains, and foreign substances.

b. Polish transparent and glossy surfaces.

c. Vacuum carpeted and soft surfaces. Mop floors.

d. Wash windows and dust walls and trim.

e. Clean equipment and fixtures to a sanitary condition.

f. Clean or replace filters of mechanical equipment.

g. Clean roofs, gutters, downspouts, and drainage systems.

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.

3.06 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.

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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 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.

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. All X-reference files shall utilize relative pathing. All Image files must be embedded within the CAD file.

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.

3.07 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, 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 3.07 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.

END OF SECTION

July 2018 Concrete and Gravel Paving IDIQ FY 19 -FY 22 01007 - 1

SECTION 01007

INDUSTRY STANDARD ABBREVIATIONS AND CODES

PART 1 GENERAL

A. INDUSTRY STANDARD

1. Organizations and/or published documents representing Industry Standards are referred to throughout the Project Specifications by the following abbreviations.

2. Names are believed to be accurate and up-to-date as of the date of the Contract Documents but are subject to change.

B. APPLICABLE CODES

1. The Ft McCoy Army installation has adopted the August 2010 UFC (Unified Facilities Criteria) as the primary building code.

a. For all General Building Requirements, see UFC 1-200-01. The following web link provides an index on each specific construction disciplines codes (and year) presently adopted and enforced by DPW.

http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

2. Where ever there is a conflict between code models, the primary code (UFC) shall govern.

C. ABBREVIATIONS

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

AA Aluminum Association

AAMA Architectural Aluminum Manufacturer’s Association

AAN American Association of Nurserymen

AASHTO American Association of State Highway and Transportation Officials

ACI American Concrete Institute

AGA American Gas Association

AI Asphalt Institute

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

ANSI American National Standards Institute

ARI Air-conditioning Refrigerant Institute

ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers

ASME American Society of Mechanical Engineers

ASTM American Society for Testing and Materials

AVATI Asphalt and Vinyl Asbestos Tile Institute

AWI Architectural Woodwork Institute

AWS American Welding Society

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AWPA American Wood Preservers Association

AWPB American Wood Preservers Bureau

AWPI American Wood Preservers Institute

AWWA American Water Works Association

CRSI Concrete Reinforcing Steel Institute

CS Commercial Standards of U.S. Department of Standards

EIA Electronic Industries Alliance

EPA Environmental Protection Agency

EWA Engineered Wood Association (formerly APA)

FGJA Flat Glass Jobbers Association

FM Factory Mutual

FRP Fiber Reinforced Plastic

FS Federal Specifications

GA Gypsum Association

IEEE Institute of Electrical and Electronic Engineers

MSS Manufacturer’s Standardization Society

NAAMM National Association of Architectural Metal Manufacturers

NBS National Bureau of Standards

NBFU National Bureau of Fire Underwriters

NCMA National Concrete Masonry Association

NEC National Electric Code

NECA National Electrical Contractors Association

NEMA National Electrical Manufacturers Association

NFPA National Fire Protection Association

NFPA National Forest Products Association

NPC National Plumbing Code

NRCA National Roofing Contractors Association

NRMCA National Ready Mixed Concrete Association

NWMA National Woodwork Manufacturing Association

NWAHHA National Warm Air Heating and Air Conditioning Association

OSHA Occupational Safety and Health Administration

PCA Portland Cement Association

PPI Plastic Pipe Institute

PS Product Standard of NBS

SMACNA Sheet Metal and Air Conditioning Contractors National Association

01007 - 3

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

WIDOT Wisconsin Department of Transportation

WDNR Wisconsin Department of Natural Resources

WWPA Western Wood Products Association (WPA and WCLA)

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01019 - 1

SECTION 01019

CONTRACT CONSIDERATIONS

PART 1 GENERAL

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

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

ITEM DESCRIPTION PRODUCTION QUANTITY

0001 Pavement Removal less than 4” 1000 SY per day

0002 Pavement Removal greater than 4” 100 CY per day

0003 Excavation 200 CY per day

0004 Subgrade/Subbase preparation 1000 SY per day

0005 Provide in-place subbase material (fill) 300 CY per day

0006 Provide in-place base course material (3/4”) 400 CY per day

0007 Provide in-place base course material (3” breaker) 400 CY per day

0008 Prepare Existing Base 2000 SY per day

0009 Install shoulder aggregate 200 CY per day

0010 Formwork for Concrete 4” 300 LF per day

0011 Formwork for Concrete 6” 300 LF per day

0012 Formwork for Concrete 8” 300 LF per day

0013 Formwork for Concrete 10” 300 LF per day

0014 Formwork for Concrete 12” 300 LF per day

0015 Concrete Reinforcement (#4 bars) 1500 Tons per day

0016 Concrete Reinforcement (WWF) 300 SY per day

0017 Concrete Pavement – 4” 160 CY per day

0018 Concrete Pavement – 6” 160 CY per day

0019 Concrete Pavement – 8” 160 CY per day

0020 Concrete Pavement – 10” 160 CY per day

0021 Concrete Pavement – 12” 160 CY per day

0022 Expansion Joint Material 400 LF per day

0023 Load/Stockpile Excess Base Gravel 200 CY per day

0024 Concrete Curbing — 30” Machine Formed 110 LF per day

0025 Concrete Curbing— 30” Hand Formed 96 LF per day

0026 Concrete Curbing Mountable Mach. Formed 500 LF per day

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0027 Concrete Curbing Mountable Hand formed 96 LF per day

0028 Pavement Tie Joint 200 LF per day

0029 Doweled Contraction Joint 200 LF per day

0030 Longitudinal tie bar 200 LF per day

0031 Topsoil 200 CY per day

0032 Seeding 50 SY per day

0033 Sawcut Pavement 400 LF per day

0034 6” PVC Culvert Pipe 100 LF per day

0035 12” PVC Culvert Pipe 100 LF per day

0036 15” Corrugated Culvert 100 LF per day

0037 Adjust Water Valve 10 EA per day

0038 Adjust Curb Stop 10 EA per day

0039 Adjust Manholes 5 EA per day

0040 Remove Trees > 12” 5 EA per day

0041 Place Geotextile Fabric 1000 SY per day

0042 Installation of chain link fence 100 LF per day

0043 Removal of chain link fence 200 LF per day

0044 Install 12’ gate 2 EA per day

0045 Install Erosion Control Blanket 500 SY per day

0046 Install and Remove Silt Fence 200 LF per day

0047 Install Detectable Warning Plates 50 SF per day

0048 Install Joint Sealant 500 LF per Day

0049 Install 6” Dia. Bollards 0.4 EA per day

0050 Install Concrete Mow Strip Under Chain

Link Fence 50 LF per day

0051 Install Concrete Sealer 5000 SF per day

1.03 Task Order Completion Time.

A. The project performance time for each project on the task order shall be determined as follows:

1. The quantities of each bid item required to complete a project shall be negotiated by the COR and the Contractor.

2. The quantity of each bid item shall be divided by the production quantity for that bid item to determine the time allowed. The time shall be rounded to the next whole day.

3. The total of the times for all bid items used on the project shall be added to determine the project performance time.

01019 - 3

B. If a Storm Water Management Permit is required on the project, 45 calendar days will automatically be added to the project performance time. The cost for the permit, design work and any additional work required will be compensated via a modification to the task order.

C. Completion time on a task order starts on the day the order is issued unless stated otherwise. Individual task orders could require concurrent performance dependent upon the issue date of the delivery order.

1.04 Winter Exclusion

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

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

1.05 Measurement and Payment

A. Construction work under this contract shall be measured by the unit as indicated in the bid schedule and in this section. The quantities for each road, parking area, or patching project are determined through negotiation between the COR and the Contractor. The total project cost is a total of the negotiated quantities at the unit price for each respective bid item.

B. The task order shall reflect the total cost of each project which is a fixed price. This price shall be full compensation for furnishing all materials, labor, tools, equipment, transportation, supervision, and any incidentals necessary to complete the work.

1.06 Seed Project

A. After the award of the contract the Contractor and the Government shall joint scope the Seed project.

PART 2 PRODUCTS

CONTRACT LINE ITEMS: PRICE SCHEDULE

0001. Pavement Removal Less than 4” shall be paid for by the Square Yard and shall be full compensation for the removal, loading, hauling, and disposal of the removed pavement.

0002. Pavement Removal Greater than 4” shall be paid for by the Cubic Yard and shall be full compensation for the removal, loading, hauling, and disposal of removed pavement.

0003. Excavation shall be paid for by the in-place Cubic Yard of material to be removed and shall be full compensation for excavation of unsuitable material (vegetation, soil, topsoil, and trees up to 12” diameter measured 4 FEET FROM GROUND SURFACE), and transportation of unsuitable material off of Fort McCoy.

0004. Subgrade/Subbase Preparation shall be paid for by the Square Yard and shall be full compensation for scarification of subgrade or subbase, watering, grading, compaction, and testing.

0005. In-place Subbase Material (fill), in-place compacted earth fill material shall be paid for by the Cubic Yard and shall be full compensation for material, transportation, survey/staking, installation, compaction, grading, and testing of fill to achieve the desired elevation.

01019 - 4

0006. In-place Base Course Material (3/4”) shall be paid for by the Cubic Yard and shall be full compensation for material, transportation, survey/staking, installation, grading, compaction, and testing. If additional material is required to augment existing base, this will be paid as base course material.

0007. In-place Base Course Material (3” Breaker) shall be paid for by the Cubic Yard and shall be full compensation for material, transportation, survey/staking, installation, grading, compaction, and testing.

0008. Prepare Existing Base shall be paid for by the Square Yard and shall be full compensation for scarification and compaction of existing base course material, watering, grading, compaction, and testing.

0009. Install Shoulder Aggregate shall be paid for as in-place, compacted Cubic Yards and shall be full compensation for material, transportation, placement, watering, and compaction.

0010. Form Work for Concrete – 4” shall be paid for by the Linear Foot of forms…