W911SA20B2008 Attachment 2 Specifications.pdf

SPECIFICATIONS

DEMOLITION IDIQ

CONTRACT

FY 20 - FY 22

FORT MCCOY, WISCONSIN

DRAWING NO: 47-018-1627

September 2019 Demolition IDIQ 00 01 10 - 1

DOCUMENT 00 01 10

TABLE OF CONTENTS

Number Document

00 01 10 Table of Contents

DIVISION 1 - GENERAL REQUIREMENTS

01 10 10 General Requirements 01 12 30 Contract Considerations - Bid Schedule & Joint Scope 01 33 00 Submittals 01 35 26 Special Safety Requirements 01 42 13 Industry Standard Abbreviations and Codes 01 57 19 Environmental Controls

DIVISION 2 - EXISTING CONDITIONS

02 41 19 Selective Building Demolition 02 80 01 Hazardous Material Abatement

DIVISION 3 - CONCRETE

03 30 00 Cast-In-Place Concrete

DIVISION 4 to 6 - NOT USED

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 25 00 Weather Barrier Building Wrap

DIVISION 8 to 30 - NOT USED

DIVISION 31 - EARTHWORK

31 10 00 Site Preparation 31 23 17 Excavation 31 23 23 Backfill-Fill Material

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 00 Pavement Replacement 32 11 00 Base Coarse 32 31 13 Chain Link Fences and Gates 32 91 19 Landscape Preparation 32 92 18 Seeding, Not Maintained Areas 32 92 20 Seeding, Maintained Areas 32 92 23 Sodding

DIVISION 33 - UTILITIES

33 05 27 Polyvinyl Chloride (PVC) Water Piping Systems

END OF DOCUMENT

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SECTION 01 10 10

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY OF THE WORK

A. GENERAL

1. All construction debris, including dirt on roads, 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 indicated on the drawings and in the specifications and dispose of off Post at the Contractor’s expense including but not limited to:

1. Demolish and dispose of various wood, CMU, brick, concrete, and metal buildings, including all foundation structures and buried utilities.

2. Any overhead power lines shall be removed by the utility provider. The Contractor shall notify the COR/Inspector to coordinate OH utility removal. Remove all water and sanitary utility laterals and cap at mains.

3. Contractor shall recycle 50% of material by weight.

4. Underground communication, power, and natural gas utility shut off shall be coordinated with the COR/Inspector and capped/terminated by the utility provider(s). The Contractor shall remove all underground conductors/conduits/pipes.

5. Contractor shall remove in its entirety all buried ACM covered pipe up to 10” diameter.

6. Government will remove door hardware and locks just prior to demolition.

Contactor shall be responsible for securing facilities thence forth.

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

1. Backfilling, compacting, asphalt patching, and site restoration based on line items in Sec 01 12 30.

2. Repair any existing construction which is damaged.

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

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

1.02 BUILDINGS

A. Existing buildings will not be occupied during the performance of the contract.

1.03 ABBREVIATIONS

A. “KO” = Contracting Officer.

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

C. Industry Standard Abbreviations - See Section 01 42 13.

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1.04 TEMPORARY UTILITIES AND FACILITIES

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

B. 120 VAC, 60 Hz electricity and lighting maybe currently in the building(s) until disconnection, and is available for use. The electricity used will be provided by the Government at no cost to the Contractor.

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.

C. 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.

D. 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 La Crosse, 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.

E. 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.

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.

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

F. 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.

G. Temporary Enclosures

1. Contractor shall provide temporary enclosures as necessary for this project to provide weather protection for materials, allow for temporary heating, and to prevent entry of unauthorized persons.

2. Provide temporary, weather-tight enclosure of exterior walls for successive areas of buildings as work progresses.

3. Provide temporary doors with padlocks.

4. Enclosures shall be removable as necessary and for hauling of materials.

5. Temporary partition and ceiling enclosures shall consist of framing and sheet materials which comply with the structural and fire rating requirements of applicable codes and standards.

6. Close joints between sheet materials and seal edges and intersections to prevent penetration of dust and moisture.

7. During roof shingle removal, safeguarding of roof sheathing from rain and snow is required if only partial demolition is planned.

H. 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.

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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.

I. 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.

J. 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.

K. 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 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.

L. 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

01 10 10 - 5 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.

M. Traffic Work

1. All work around or involving roadways, to include roadway excavations and utility crossings, will be conducted in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) – FHWA, Latest Edition.

2. The Contractor shall provide and ensure appropriate road closure and detour signs are established as necessary for traffic management. All road closures shall be coordinated with the Contracting Officer, COR, or Construction Inspector in advance. Road closures shall require a road closure plan showing the location of signage.

N. 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.

O. 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 and aluminum cans. If materials are recycled at Fort McCoy, provide all labor and delivery to the designated recycling facilities.

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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.

P. Material Sales

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

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

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

1.05 QUALITY CONTROL

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

A. References are made in these specifications to published codes, standards, and specifications of manufacturers’ societies, associations, and other standards. All

01 10 10 - 7 referenced documents are included in this specification as if written in their entirety.

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

1.07 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.

1.08 TRAILERS OR STORAGE BUILDINGS, INCLUDING OFFICE TRAILERS

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

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

Failure to maintain storage trailers or buildings to these standards shall result in the removal of non-complying units at the Contractor's expense.

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

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

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

F. Grass and weeds shall be cut weekly or as needed to a height not to exceed three inches. Trash shall be picked up and disposed of properly on a daily basis.

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

1.09 STORAGE SITE

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

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

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

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

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

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1.10 SCHEDULING AND COORDINATING WORK

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

1. The Contractor shall at the Pre-construction Conference or if no Pre-con is held, within 20 calendar days of award, prepare and submit their schedule in the form of a Gantt Chart for approval. This schedule shall 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 outage requests shall be reviewed by the Contracting Officer/Inspector prior to utility outage. Expenses/damages caused by unscheduled or unapproved utility outages shall be chargeable to the Contractor.

1.11 WARRANTIES

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

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

PART 2 PRODUCTS

2.01 EXISTING MATERIALS

A. Materials to be demolished:

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.

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.

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. Work is complete and ready for final inspection.

5. 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.

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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 demolition 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.

3.03 ENVIRONMENTAL CONSIDERATIONS

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

1. In order to reduce potential impacts to migratory birds during their nesting season and to the 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 and 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. Invasive Species

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1. The Natural Resources Branch is conducting management to control over 30 species of invasive plants on the installation. In order to prevent the introduction of new species, or the spread of existing species throughout the installation, the contractor shall do the following: document the cleaning of equipment prior to arrival on Fort McCoy; and ensure that any fill material transported to the work site is free of invasive weeds and/or seeds to the greatest extent practical. Equipment shall be cleaned using a high pressure washer or air pressure to the extent needed to remove all soil or plant debris from the equipment.

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. Notify the COR at least 2 business days before performing mechanical ground disturbance in an area within 50 feet of a protected cultural resource area. A qualified member of the Fort McCoy Cultural Resources staff will be present to monitor activity whenever mechanical ground disturbance is in progress within these identified areas. If potentially significant archaeological or cultural artifacts are encountered, disturbance in this area will be stopped to allow the monitor to evaluate the artifacts or remains. If archaeological or cultural artifacts are encountered when a site monitor is not present, work in this area must stop and the COR and KO shall be notified. In the event that human remains or items covered under the Native American Graves Protection and Repatriation Act (NAGPRA) are encountered, all activity in this area will cease for at least 30 days.

Human remains shall not be disturbed. If any delays are encountered, the contractor has the right to submit for an equitable adjustment.

E. Hunting Seasons

1. Hunting is allowed on Fort McCoy during the spring and fall following State of Wisconsin guidelines. Training areas are generally open for hunting when military training is not occurring. Contractors within these areas are advised to wear blaze orange clothing when working during these seasons. The annual 9-day Gun Deer hunt takes place the Saturday prior to Thanksgiving and ends the following Sunday.

3.04 OBJECTS AFFECTING NAVIGABLE AIRSPACE

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

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

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

b. 50 feet in all other areas.

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

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

b. Either a beacon or checkered flag for daytime.

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

3.05 HOT WORK PERMIT

A. Hot work permits shall be required when performing activities which generate or 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 copy of the Hot Work Permit in accordance with Section 01 33 00.

3.06 CLEANING

A. During Construction

1. The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials. 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. 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.

2. 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.

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2. Clean interior and exterior surfaces exposed to demo.

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.

3.07 RECORD AND ASBUILT DRAWINGS

A. AsBuilt Drawings:

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

2. With red pencil or red ink, neatly inscribe the location of all wire terminations.

3. 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.

4. 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 PDF corrections and submittal of the Record Drawings.

B. Record Drawings:

1. Contractor shall incorporate all redline Asbuilt changes made during the construction period that were authorized by the COR into the record PDF files.

2. The Record Drawings shall be submitted to the Government on compact disks (CD) in PDF [and full size hard copy] formats.

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.

3.08 PROJECT COMPLETION

1. See Appendix A; Materials Certification Letter.

END OF SECTION

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SECTION 01 12 30

CONTRACT CONSIDERATIONS

PART 1 GENERAL

1.01 SCOPE

A. Each delivery 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. Each of the bid items covered by this contract has a performance time.

The performance time for each delivery order shall be calculated using the following production quantities.

2. For each delivery order there will be a Joint Scoping Meeting held to negotiate the scope and quantities of the project for CLIN 0001.

B. This meeting will be attended by the Contractor and the DPW Representative. At this meeting, all quantities on the Bid Schedule for Contract Line Item (CLIN) 0001 and the respective CLIN for the current option year will be agreed upon.

C. It is the intent of the Government to issue a delivery order to demolish buildings immediately following the award of this contract. After award, a joint scoping meeting will be held to negotiate quantities. The estimated quantities for these buildings have been attached for information only.

1.02 THE DELIVERY ORDER COMPLETION TIME.

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

1. The quantities of each bid item on Clin 0001 required to complete a project shall be negotiated and agreed upon by a Government representative and the Contractor.

2. The quantity of each bid item on Clin 0001 shall be divided by the production quantity for that bid item to determine the time allowed.

3. The total of the times for all bid items on Clin 0001 used on the project shall be added to determine the project performance time. The total time shall be rounded to the next whole day.

DESCRIPTION PRODUCTION QUANTITIES

Demolition and Removal of Walls 4000 SF/Day

Demolition and Removal of Ceilings 2500 SF/Day

Demolition and Removal of Floors 2500 SF/Day

Demolition and Removal of Chimney 60 VLF/Day

Removal of Concrete Slabs < 7” 1000 SF/Day

Removal of Concrete Slabs > 7” 1000 SF/Day

Removal of Frost Walls 200 LF/Day

Removal of Footings 200 LF/Day

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Removal of Frost Piers 50 EA/Day

Removal of Asphalt Pavement 100 SY/Day

Removal of Water Laterals to Main, Seal and Cap 100 LF/Day

Removal of Sewer Laterals to Main, Seal and Cap 100 LF/Day

Removal of buried power conductors 200 LF/Day

Removal of buried communication conductors 200 LF/Day

Removal of buried gas lines 200 LF/Day

Removal of Chain Link Fence 200 LF/Day

Removal of buried ACM covered pipe 200 LF/Day

Removal of AMC pipe insulation 50 LF/Day

Removal of AMC flooring 1500 SF/Day

Removal of AMC walls 1000 SF/Day

Removal of AMC ceilings 600 SF/Day

Removal of AMC siding 1500 SF/Day

Removal of AMC siding, Selective 1000 SF/Day

Provide AMC Test 5 EA/Day

Provide Septic / Holding Tank Pumping 10 TG/Day

Provide Cap and Seal Water/Sewer laterals at Mains 4 EA/Day

Provide Compacted Base 400 CY/Day

Provide Compacted Fill 400 CY/Day

Provide Topsoil 200 CY/Day

Provide Seeding 2000 SY/Day

Provide Chain Link Fence 100 LF/Day

Provide 12’ Metal Gate 2 EA/Day

B. The project performance time shall then have thirty days added for submittals and the total performance days will be the delivery order completion time. If two or more projects are included on one delivery order, then all project performance times shall be totaled prior to adding time for submittals.

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

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

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PART 2 PRODUCTS / DELIVERABLES

2.01 CONTRACT LINE ITEMS

A. CONTRACT LINE ITEM (CLIN) 0001: BID SCHEDULE

A. Demolition and removal of walls. Payment shall be per the square foot of wall removed and shall be full compensation for demolition of framing, windows, insulation, interior and exterior finishes, electrical, plumbing, and HVAC.

B. Demolition and removal of ceilings. Payment shall be per the square foot of ceiling removed and shall be full compensation for demolition of roof trusses, decking, shingles, interior finishes, insulation, electrical, plumbing, HVAC, and appliances.

C. Demolition and removal of floors. Payment shall be per the square foot of floors removed and shall be full compensation for demolition of joist, insulation, decking, electrical, plumbing, HVAC, flooring materials, appliances, and plumbing fixtures. Multi-level buildings will be paid by the square foot of floor removed on each level.

D. Demolition and removal of brick chimney and foundation. Payment shall be for entire chimney and foundation and shall be full compensation for labor, equipment necessary to demolish the chimney, remove the foundation, excavation, and dispose of the concrete at the Fort McCoy concrete recycling dump North Post.

E. Demolish and dispose of a concrete slab less than 7 inches thick. Payment shall be per square foot of concrete slab removed and shall be full compensation for labor and equipment necessary to demolish and dispose of the concrete slab at the Fort McCoy concrete recycling dump on North Post .

F. Demolish and dispose of a concrete slab greater than 7 inches thick. Payment shall be per square foot of concrete slab removed and shall be full compensation for labor, equipment, and excavation necessary to demolish and dispose of the concrete slab at the Fort McCoy concrete recycling dump.

G. Demolish and dispose of frost wall (typically 8 inches thick). Payment shall be per the linear foot of frost wall removed and shall be full compensation for labor, equipment, and excavation necessary to demolish and dispose of the concrete wall at the Fort McCoy concrete recycling dump.

H. Demolition and removal of footings. Payment shall be per the linear foot of footing removed, regardless of size, and shall be full compensation for labor, equipment, and excavation necessary to demolish and dispose of the concrete footings at the Fort McCoy concrete recycling dump.

I. Demolish and dispose of a frost piers (typical 12” x 12” x 48” on 27” x 27” x 12” footing approx. 9 cuft). Payment shall be per pier removed and shall be full compensation for labor, equipment, and excavation necessary to demolish and dispose of the concrete piers at the Fort McCoy concrete recycling dump.

J. Demolish and dispose of asphalt pavement up to 6" thick. Payment shall be per square yard of asphalt pavement removed and shall be full compensation for labor and equipment necessary to saw cut pavement, demolish and dispose of the asphalt pavement off post.

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K. Remove water lateral from the building to the main and cap at the main.

Payment shall be per the linear foot of water line removed and shall be full compensation for excavation, removal of the lateral, disposal, capping of the main, blocking, backfill, compaction, and site restoration.

L. Remove sanitary sewer lateral from the building to the main and cap at the main. Payment shall be per the linear foot of sanitary sewer line removed and shall be full compensation for excavation, removal of the lateral, disposal, capping of the main, backfill, compaction, and site restoration.

M. Removal of buried power conductors and any associated conduit / appliances / controls from building to point of termination (termination by others). Payment shall be per linear foot of conductor removed and shall be full compensation for labor, equipment, transportation, excavation, removal, disposal, backfill, compaction, and site restoration.

N. Removal of buried communication cable and all associated materials from building to point of termination (termination by others). Payment shall be per linear foot of cable removed and shall be full compensation for labor, equipment, transportation, excavation, removal, disposal, backfill, compaction, and site restoration.

O. Removal of buried abandoned-in-place gas line and all associated materials from building to point of termination (termination by others). Payment shall be per linear foot of pipe removed and shall be full compensation for labor, equipment, transportation, excavation, removal, disposal, backfill, compaction, and site restoration.

P. Removal and disposal of chain link fence. Payment will be per the linear foot of fence removed and shall be full compensation for disposal of fence, posts, gates, razor wire, barbed wire, etc., and associated concrete, backfill, compaction, and landscape restoration.

Q. Provide Testing for ACM shall be full compensation for labor, equipment, transportation, permits, Notice to Demolition, and manifests needed to comply with all regulation.

R. Removal of buried ACM covered steam pipe up to 10” diameter. Payment shall be per linear foot of pipe removed and shall be full compensation for labor, equipment, transportation, excavation, asbestos abatement, removal, disposal, backfill, compaction, and site restoration.

S. Removal of ACM pipe insulation. Payment shall be per the linear foot of ACM pipe insulation removed and shall be full compensation for, labor, equipment, transportation, asbestos and/or lead abatement, and disposal.

T. Removal of ACM flooring and/or subflooring up to 3 layers shall be paid by the square foot of removed flooring and shall be full compensation for, labor, equipment, transportation, removal of ACM flooring materials, clean up, and disposal.

U. Removal of ACM wall materials and all associated materials. Payment shall be per square foot of removed material and shall be full compensation for labor, equipment, transportation and disposal.

01 12 30 - 5

V. Removal of ACM ceiling materials and all associated materials. Payment shall be per square foot of removed material and shall be full compensation for labor, equipment, transportation and disposal.

W. Removal of ACM siding. Payment shall be per the square foot of siding containing asbestos or lead painted materials removed and shall be full compensation for ACM and/or lead abatement, and disposal.

X. Removal (Selective) of ACM siding. Payment shall be per the square foot of asbestos siding removed and shall be full compensation for ACM abatement, removal, disposal, and protection of exposed building materials from weather.

Care to be taken to preserve structure from unnecessary damage.

Y. Provide pumping of septic or holding tank containing standing water of varying contents, sewage, cooking grease, gray water, but all non-petroleum. Payment will be per 1000 gal removed and shall be full compensation for the pumping, hauling off site, and proper disposal.

Z. Remove water valve, valve box, and cap water lateral and/or sanitary sewer lateral at main when entire lateral is abandoned in place. Payment shall be per each cap installed to main and shall be full compensation for saw cutting of hard surface as necessary, removal and disposal of hard surface material, excavation, removal of buried utility lines, disposal of materials, capping of the main, backfill, compaction, and site restoration.

AA. Provide, install, and compact aggregate base course material when needed for a finished surface. Payment will be per the cubic yards of material compacted and shall be full compensation for the material, transportation of the material, compaction of subgrade material, placement to the required grades, compaction, and testing.

BB. Provide, install, and compact fill material for all other excavations. Payment will be per the cubic yard of compacted, in-place fill material and shall be full compensation for the material, transportation of the material, placement to the required grade, compaction, testing, and restoration. There is not a borrow pit available at Fort McCoy for Contractor use.

CC. Provide and install topsoil fill material. Payment will be per the cubic yard of in-place topsoil and shall be full compensation for the material, transportation of the material, and placement to the required grade.

DD. Provide and install grass seed based on area. Payment will be per the square yard of area seeded and shall be full compensation for preparation of soil, application of seed, fertilizer, mulch, and maintenance of seeded area. Seeded areas shall be maintained until grass has been established and after three mowing events.

EE. Installation of chain link fence. Payment will be per the linear foot of fence installed and shall be full compensation for 6 foot high chain link, 3 strands of barb wire, and all associated posts, connectors, foundations, and landscape restoration.

FF. Installation of 12’ wide swing gate. Payment will be per each gate installed and shall be full compensation for the gate, post set in concrete, and all hardware needed for installation.

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PART 3 EXECUTION

3.01 LINE ITEMS MUST BE VALIDATED BY THE COR.

A. Quantities for CLIN 0001 and the respective CLIN for each option year from the bid schedule will be determined at the joint scoping meeting prior to award of the delivery order.

B. Not all items will be required for every delivery order.

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SECTION 01 35 26

SPECIAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY

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

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

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

1.02 PRECONSTRUCTION CONFERENCE

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

1.03 SUBMITTALS

A. The following shall be submitted in accordance with Section 01 33 00 Submittals:

1. Accident Prevention Plan

2. Contractor’s Safety Manager Qualifications

1.04 ACCIDENT PREVENTION PLAN

A. Shall be developed by a qualified person.

B. Shall be job specific.

C. Shall be site specific for each delivery order.

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

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

1. The Accident Prevention Plan shall be approved and accepted by the KO/COR prior to any field operations. The Contractor’s Accident Prevention Plan shall not be a copy of the EM 385-1-1. The EM 385-1-1 is NOT a safety plan. Failure to provide a timely approved Accident Prevention Plan shall not be grounds for the Contractor to request or be granted extended time, overhead, or profit.

2. The approved Accident Prevention Plan and a copy of the EM 385-1-1 shall be readily available on the work site at all times. Copies may be in electronic or printed.

http://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequirementsManual.aspx…