W911SA-17-B-0006_Attachment_2_Specifications_Revised_3-6-17.pdf

SPECIFICATIONS

CHIP & CRACK SEAL,

AND COLD MIX

ASPHALT PATCHING

IDIQ REQUIREMENTS

CONTRACT FY17-20

FORT MCCOY, WISCONSIN

DRAWING NO: P1449

FOR OFFICIAL USE ONLY

February 2016 Chip/Crack Seal Cold Mix Asphalt IDIQ FY 17-20 00002 - 1

SECTION 00002

TABLE OF CONTENTS

DIVISION 1

Section 01000 General Requirements Section 01007 Industry Standard

Abbreviations Section 01019 Contract Considerations Section 01300 Submittals Section 01400 Special Safety Requirements

DIVISION 2

Section 02547 Chip Seal Coat Section 02575 Bituminous Pavement Patching Section 02594 Sealing of Cracks in Bituminous

Pavements Section 02595 Sealing of Cracks and Joints in

Concrete Pavements

DIVISION 3 through 16 – NOT USED

END OF SECTION

February 2016 Chip/Crack Seal & Cold Mix Asphalt IDIQ FY17-20 01000 - 1

SECTION 01000

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY OF THE WORK

A. Prepare surface and apply Chip Seal (ChS) coat or Cold Mix Asphalt (CMA) or Crack Seal (CrS) to all areas indicated on the delivery order documents. The Contractor shall furnish all labor, equipment, material, supplies, signage, traffic control, and other incidentals necessary to provide a ChS or CMA or CrS as directed by the Government.

ChS shall consist of a mixture of an approved emulsified asphalt, mineral aggregate, water, and specified additives, proportioned, mixed and uniformly spread over a properly prepared asphalt surface. The completed ChS shall leave a homogeneous mat, adhere firmly to the prepared surface, and have a skid-resistant surface texture throughout its service life. CrS shall consist of emulsified asphalt, aggregate, water and specified additives proportioned, mixed and poured into prepared cracks and voids.

The completed CrS shall completely fill all cracks and voids as designated to provide a continuous drive surface to existing asphalt. CrS shall fully fill and seal cracks in asphalt or concrete between ¼” to 1” wide.

B. The Contractor shall submit a site-specific safety plan and activity hazard analysis to the Contracting Officer and both shall be approved prior to any work commencing. All work, operations, and activities shall comply with all appropriate OSHA and USACOE EM 385-1-1 regulations and standards pertaining to the type of work being performed.

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

1. Removal work associated with patching.

D. NEW WORK: Perform the work under this contract including but not limited to:

1. Clean, route, and seal cracks in asphalt and concrete pavements.

2. Prepare roads, parking lots, and other pavements identified for Chip Seal.

3. Perform shallow depth and/or full depth pavement patching at locations designated on the delivery order.

4. Install pavement marking, parking lot markings, and paint symbols.

5. Removal of damaged Chip Seal Coat areas and sub base, if necessary, for patching operations.

6. Remove debris from cracks ¼” wide to 1” wide and fill with stone and tar crack seal and fill compound compatible with Chip Seal Coat material.

7. Remove debris from cracks larger than 1” wide and openings in existing asphalt, saw cut edges to straighten work and fill with stone/tar crack seal and fill compound compatible with Chip Seal Coat material, and compact to 100%.

8. All potholes in asphalt or concrete pavement shall be cleaned, saw cut to provide proper adhesion surfaces, filled with hot or cold asphalt patch as directed by the COR, and compacted to 100%.

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

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1. Repair any damaged existing construction or property.

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

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

1.02 ABBREVIATIONS

A. “KO” = Contracting Officer.

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

C. Industry Standard Abbreviations - See Section 01007.

1.03 TEMPORARY UTILITIES AND FACILITIES

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

B. Temporary 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.

C. Temporary Water

1. Water for construction purposes is available from existing Ft. McCoy water hydrants. Water is city water quality and contains chlorine.

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

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

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

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

D. Temporary Sanitary Facilities.

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

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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 installation of all sanitary facilities.

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

E. Security

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

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

F. Access Roads and Parking Areas

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

COR.

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

G. 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 motor traffic management. All road closures shall be coordinated with the Contracting Officer in advance. Road closures shall require a road closure plan showing the location of signage.

3. Brightly-colored (orange) vests are required for all personnel working in roadways.

4. All barricades and drums shall be reflective with Type H reflective sheeting as a minimum, in accordance with WISDOT standards.

5. All barricades and drums shall contain warning lights when utilized during hours of darkness, in accordance with WISDOT standards.

a. Low intensity (4 candelas) flashing lights (Type 1) shall be used to warn of an isolated hazard.

b. High intensity (35 candelas) flashing lights (Type 2) shall be used on advanced warning signs, and on independent supports to draw attention to extreme hazards.

c. Low intensity (2 candelas) steady-burn lights (Type 3) shall be used in a series to delineate the edge of the travel way and to channelize traffic.

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L. Refuse Disposal and Recycling

1. The Contractor shall provide and pay for on-site containers and disposal fees for waste materials, debris, and rubbish. These materials, debris, and rubbish shall be disposed of in a licensed sanitary landfill off of Fort McCoy in accordance with State of Wisconsin regulations.

2. Concrete shall be recycled at the site located at Fort McCoy, Wisconsin or other licensed recycling facilities. All other recyclable materials include mixed paper, plastics (PETE#1 and HDPE#2), asphalt, cardboard, metals, drywall, wood and aluminum cans shall be disposed/recycled at Wisconsin licensed recycling facilities Off Post. The Contractor shall separate these materials and haul them to the various sites designated at Fort McCoy or other licensed recycling facilities. Other materials shall be separated and hauled to recycling or disposal centers off of Fort McCoy at the Contractor’s expense.

3. Other materials shall be separated and hauled to recycling or disposal centers off of Fort McCoy at the Contractor’s expense.

M. Waste Reporting

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

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

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

N. Material Sales

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

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

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

1.04 APPLICABLE CODES, STANDARDS, AND SPECIFICATIONS

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

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

1.05 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.

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1.06 TRAILERS OR STORAGE BUILDINGS, INCLUDING OFFICE TRAILERS

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

B. The trailers or buildings shall be in good condition, free from visible damage, rust, and deterioration, and meet all applicable safety requirements. Trailers shall be roadworthy and comply with all appropriate State and local vehicle requirements. Failure to maintain storage trailers or buildings to these standards shall result in the removal of non-complying units at the Contractor's expense.

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

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

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

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

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

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

1.07 STORAGE SITE

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

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

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

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

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

F. Stockpiles of aggregate for AWARDED work will be allowed on Fort McCoy.

Location to be determined by the COR. Remaining Stockpiled aggregate must be removed when awarded work is complete.

1.08 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

01000 - 6 original schedule and shall update the approved schedule bi-weekly to display time gained or lost against the original schedule. If in the opinion of the Contracting Officer the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve progress, including those steps that may be required by the Contracting Officer, without additional cost to the Government. The Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart from as the Contracting Officer deems necessary to demonstrate how the approved increased effort shall regain the original schedule of progress. FAR 52.236-15

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

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

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

E. The Contractor shall provide 15 working days notice for any utility outage or road closure. Outages/closures shall be shown on the schedule provided. Outage/closure requests without 15 working days notice shall not be rescheduled. Emergency utility outages/closures shall be reviewed by the Contracting Officer/Inspector prior to utility outage/closure. Expenses/damages caused by unscheduled or unapproved utility outages/closures shall be chargeable to the Contractor.

1.09 WARRANTIES

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

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

1.10 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

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 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

01000 - 7 processes. The Government may require monthly participation in the Installation Random Antiterrorism Program.

1.11 CONTRACTORS REQUIRING COMMON ACCESS CARD (CAC)

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

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

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

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

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

PART 2 PRODUCTS

2.01 EXISTING MATERIALS

A. All material removed shall become the property of the Contractor and shall be properly recycled or disposed.

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 24 hours prior to completing a phase requiring inspection.

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

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

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.

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

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

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

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

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

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

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

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

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

3.02 TRANSITION FROM EXISTING TO NEW WORK

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

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

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

3.03 CLEANING

A. During Construction:

B. The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials. Contractor shall ensure all affected areas are “broom clean” and all tools shall be secured at the close of each work day. Before requesting a Final Inspection, the Contractor shall remove from the work and premises any rubbish, tools, scaffolding, equipment, and materials that are not the property of the Government. Upon completing the work, the Contractor shall leave the work area in a fully cleaned, neat, and orderly condition satisfactory to the Contracting Officer. FAR 52.236-12

C. Dust Control

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

2. 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.

D. Final Cleaning

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

2. Clean project site.

a. Sweep paved areas.

b. Rake clean other surfaces.

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

3.04 RECORD DRAWINGS – NOT USED

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SECTION 01007

INDUSTRY STANDARD ABBREVIATIONS

PART 1 GENERAL

A. INDUSTRY STANDARD

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

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

B. ABBREVIATIONS

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

AA Aluminum Association

AAMA Architectural Aluminum Manufacturer’s Association

AAN American Association of Nurserymen

AASHTO American Association of State Highway and Transportation Officials

ACI American Concrete Institute

AGA American Gas Association

AI Asphalt Institute

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

ANSI American National Standards Institute

APA American Plywood Association (formerly DFPA)

ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers

ASME American Society of Mechanical Engineers

ASTM American Society for Testing and Materials

AVATI Asphalt and Vinyl Asbestos Tile Institute

AWI Architectural Woodwork Institute

AWS American Welding Society

AWPA American Wood Preservers Association

AWPB American Wood Preservers Bureau

AWPI American Wood Preservers Institute

AWWA American Water Works Association

CRSI Concrete Reinforcing Steel Institute

CS Commercial Standards of U.S. Department of Standards

FGJA Flat Glass Jobbers Association

FM Factory Mutual

01007 - 2

FS Federal Specifications

GA Gypsum Association

IEEE Institute of Electrical and Electronic Engineers

MSS Manufacturer’s Standardization Society

NAAMM National Association of Architectural Metal Manufacturers

NBS National Bureau of Standards

NBFU National Bureau of Fire Underwriters

NCMA National Concrete Masonry Association

NEC National Electric Code

NECA National Electrical Contractors Association

NEMA National Electrical Manufacturers Association

NFPA National Fire Protection Association

NFPA National Forest Products Association

NPC National Plumbing Code

NRCA National Roofing Contractors Association

NRMCA National Ready Mixed Concrete Association

NWMA National Woodwork Manufacturing Association

NWAHHA National Warm Air Heating and Air Conditioning Association

OSHA Occupational Safety and Health Administration

PCA Portland Cement Association

PPI Plastic Pipe Institute

PS Product Standard of NBS

SMACNA Sheet Metal and Air Conditioning Contractors National Association

SPIB Southern Pine Inspection Bureau

SSPC Steel Structures Painting Council

UL Underwriters Laboratories

USAS United States of American Standards (formerly ASA)

WCLIB West Coast Lumber Inspection Bureau

WWPA Western Wood Products Association (WPA and WCLA)

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

01019 - 1

SECTION 01019

CONTRACT CONSIDERATIONS

CHIP/SLURRY SEAL AND CRACK SEAL IDIQ

P1449

PART 1 – GENERAL

1.01 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.

1.02 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.

DESCRIPTION PRODUCTION QUANTITIES

Remove Material 100 CY/Day

Grade Gravel Roads 3,000 SY/Day

Grade Drives and Parking Areas 10,000 SY/Day

Fully Tapered Shoulders 5,000 LF/Day

In-Place Base Course 100 CY/Day

Chip Seal Coat Drives and Parking Areas – 2 Lifts 10,000 SY/Day

Chip Seal Coat Gravel Roads – 2 Lifts 10,000 SY/Day

Patch Chip Seal Coat – 2 Lifts 2,000 SY/Day

Chip Seal Coat Asphalt Roads 7/16” Stone– 1 Lift 20,000 SY/Day

Crack Sealing Concrete 2000 LB/Day

Crack Sealing Asphalt 2000 LB/Day

Installation of Backer Rod 1000 LF/Day

Shallow Patching of Asphalt Pavement 200 SY/Day

Full Depth Patching of Asphalt Pavement 200 SY/Day

Paint Symbols 24 EA/ Day

Pavement Marking Roads, Edge & Center Striping 5000 LF/ Day

Parking Lot Marking 200 SP/ Day

Layout of Pavement Marking, Mobilization 1 EA/DO

Saw Cutting 5,000 LF/Day

Stone/Tar Crack Seal <1” 5,000 LF/Day

Stone/Tar Crack Seal 1” – 3” 4,000 LF/Day

Cold Mix Asphalt 150 Ton/Day

1.03 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 required to complete a project shall be negotiated by the COR and the Contractor.

01019 - 2

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.

4. Rain delay days will be given one for one on the performance time requirement.

B. The project performance time shall have thirty (30) days added for mobilization and scheduling 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 delivery times shall be totaled prior to adding mobilization and scheduling time.

1.04 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.

1.05 Winter Exclusion

A. No work shall be performed during the period of 1 November through 1 April.

Performance time will not be charged during this period. 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. Delivery 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.

PART 2 – PRODUCTS

2.01 CONTRACT LINE ITEM (CLIN) BID SCHEDULE

CLIN 0001 Remove Material. Removing material shall be paid for by the cubic yard of compacted, in place material and shall be full compensation for the excavation of unsuitable material prior to grading gravel roads, drives, and parking areas, or prior to patching seal coat. Patching may be located in either asphalt or gravel surfaces.

Excavation shall be to a depth as determined in the scope of work. This work also includes grading excavated areas to be smooth and uniform, compacting excavated areas prior to installing in-place base course material, and loading and hauling of unsuitable material to a site off Fort McCoy.

CLIN 0002 Grade Gravel Roads. Grading gravel roads shall be paid for by the square yard and shall be full compensation for grading and compacting existing gravel surfaces to provide a smooth profile and adequate drainage prior to chip seal coat. This work includes grading and shaping an existing gravel road to remove potholes and wash boarding, and to provide controlled drainage without puddling and a smooth profile.

This includes compaction of gravel full width of placed gravel prior to the application of seal coat.

CLIN 0003 Grade Drives and Parking Areas. Grading gravel drives and parking areas shall be paid for by the square yard and shall be full compensation for grading and compacting existing gravel surfaces to provide a smooth profile and adequate drainage prior to chip seal coat. This work includes grading and shaping an existing drive or parking area to remove potholes and wash boarding, and to provide controlled drainage without puddling and a smooth profile. This includes compaction of gravel full width of the drive or the full parking area of placed gravel prior to the application of seal coat.

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CLIN 0004 Fully Tapered Shoulders. Fully tapered shoulders from the finished hard surface sloped from the top edge of hard surface at a 6:1 ratio shall be paid by the lineal foot and shall be full compensation for all placements, grading, finishing, and compacting of granular fill to match sub grade material to provide a smooth transition from the finished hard surface to the adjacent grade.

CLIN 0005 In-Place Base Course. In-place base course material shall be paid for by the cubic yard and shall be full compensation for providing base course material and compacting in-place base course to the proper grade to provide a smooth surface and adequate drainage. This also includes replacing unsuitable base material in areas to be patched. Where gravel overlays are placed over existing hard asphalt or seal coated surfaces, a minimum of 4” of compacted gravel aggregate shall be used excluding transitions back to hard pavements.

CLIN 0006 Chip Seal Coating of Gravel Drives and Parking Areas – 2 Lifts. Chip seal coating of gravel drives and parking areas shall be paid for 2 lifts by the square yard and shall be full compensation for the application of two layers of emulsified liquid asphalt and aggregate seal coat to existing gravel drives and parking areas using the same procedures as seal coat gravel of CLIN 0007.

CLIN 0007 Chip Seal Coating of Gravel Roads - 2 Lifts. Chip seal coating gravel shall be paid for 2 lifts by the square yard and shall be full compensation for preparing an existing gravel surface for the application of two layers of emulsified liquid asphalt and aggregate seal coat. The Base layer shall consist of emulsified liquid asphalt placed at a rate of .38 gallons per square yard with 3/8” stone aggregate. The surface layer shall consist of emulsified liquid asphalt placed at a rate of .42 gallons per square yard with 7/16” stone aggregate.

CLIN 0008 Patching Chip Seal Coat – 2 Lifts. Patching chip seal coat shall be paid for by the square yard and shall be full compensation for the removal of damaged seal coat, cleaning of areas to be patched of all loose aggregate and debris, adding and compacting base material to bring the patched area to grade, and applying two layers of emulsified liquid asphalt and aggregate seal coat material, using the same procedures as seal coat gravel of CLIN 0007.

CLIN 0009 Chip Seal Coating of Asphalt – 1 Lift. Chip seal coating asphalt shall be paid for by the square yard and shall be full compensation for preparing an existing asphalt or seal coated surface to receive the application of one layer of emulsified liquid asphalt and aggregate seal coat. Emulsified liquid asphalt shall be placed at a rate of .42 gallons per square yard with the use of 7/16” stone aggregate. Preparing of the asphalt surface includes sweeping and removal of deleterious material.

CLIN 0010 Crack Seal of Concrete Roads. Crack sealing concrete shall be paid for by the pounds of crack seal placed and shall be full compensation for providing all materials, tools, equipment, labor, transportation, and supervision for cleaning and preparing joints or cracks in concrete pavement, installation of the crack sealant, cleaning and disposing of all excess debris generated, and any necessary traffic control.

CLIN 0011 Crack Seal of Asphalt Roads. Crack sealing asphalt shall be paid for by the pounds of crack seal placed and shall be full compensation for providing all materials, tools, equipment, labor, transportation, and supervision for cleaning and preparing joints or cracks in asphalt pavement, installation of the crack sealant, cleaning and disposing of all excess debris generated, and any necessary traffic control.

CLIN 0012 Backer Rod. Installation of backer rod shall be paid for by the linear foot and shall be full compensation for backer rod installed for providing all materials, tools, equipment, labor, transportation, and supervision for backer rod installation.

01019 - 4

CLIN 0013 Deleted.

CLIN 0014 Deleted.

CLIN 0015 Pavement Markings. Pavement markings shall be full compensation for layout, furnishings of paint and beads, and installation of paint and beads. The pavement marking items shall be measured as follows:

A. Pavement Marking Center and Edge of Pavement. Pavement marking roads with edge and center striping: Paid by linear feet of 4” wide lines for roads or parking areas.

B. Paint Symbols. Paid as each symbol with a symbol being one handicap symbol, one arrow, one intersection bar stop, or one word such as “Stop” or “One” in ONE WAY.

C. Parking Lot Marking. Parking stalls shall be paid as each space marked.

D. Layout and Mobilization. Layout of Pavement Marking, Mobilization: One each for a Delivery Order, paid as compensation for pavement marking mobilization. Only one “Layout of Pavement Marking, Mobilization” will be paid for a Delivery Order.

CLIN 0016 Saw Cutting. Saw cutting shall be full compensation for measuring, layout, all equipment, tools, labor, fuel/power, etc., to cut pavement/concrete/hard surface to 4” thick.

CLIN 0017 Flex Patch with Stone Crack Seal. Stone and tar crack sealant shall be full compensation per pound for measurement, tools, equipment, labor, clean debris from cracks, collection and disposal of debris removed, crack surface preparation and flex patch with stone sealant installation per manufacturer directions, site cleanup.

CLIN 0018 Cold Mix Asphalt Paving. Cold Mix material shall be paid for by the TON of material applied to the road and shall be full compensation for the removal of damaged seal coat, cleaning of areas to be patched of all loose aggregate and debris, and adding and compacting cold mix material to bring the patched area to grade.

Large areas placed, known as “wedging” shall be completed by use of a material paver to bring the road surface to a uniform surface with a defined road edge.

Performance rate shall be 150 Tons/Day placed and rolled.

CLIN 0019 Cold Mix Asphalt Patch. Cold Mix material shall be paid for by the TON of material applied to the road and shall be full compensation for the removal of damaged seal coat, cleaning of areas to be patched of all loose aggregate and debris, and adding and compacting cold mix material to bring the patched area to grade. Performance rate shall be 150 Tons/Day placed and rolled.

PART 3 – EXECUTION- NOT USED

01300 - 1

SECTION 01300

SUBMITTALS

PART 1 GENERAL

1.01 SUBMITTALS

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

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

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

B. Definitions

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

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

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

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

1.02 PRODUCT DATA

A. Preparation:

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

2. Show performance characteristics and capacities.

3. Show dimensions and clearances required.

4. Show wiring or piping diagrams and controls.

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

01300 - 2

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

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

1.03 SHOP DRAWINGS

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

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

1.04 SAMPLES

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

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

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

B. Field samples and mock-ups:

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

1.05 CONTRACTOR RESPONSIBILITIES

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

Submittals will not be accepted directly from sub-contractors.

B. Determine and verify:

1. Field measurement.

2. Field construction criteria.

3. Catalog numbers and similar data.

4. Conformance with specifications.

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

1.06 SUBMISSION REQUIREMENTS

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

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

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

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

C. Number of submittals required:

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

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

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

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

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

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

D. Submittals shall contain:

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

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

3. The project title and number.

4. Contract identification.

mailto:%20usarmy.mccoy.imcom-northeast.mail.dpw-inspections@mail.mil mailto:%20usarmy.mccoy.imcom-northeast.mail.dpw-inspections@mail.mil

01300 - 4

5. The names of:

a. Contractor.

b. Supplier.

c. Manufacturer.

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

7. Field dimensions, clearly identified as such.

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

9. Identification of deviations from Contract Documents.

10. Identification of revisions on re-submittals.

E. Resubmission Requirements:

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

February 2016 Chip/Crack Seal & Cold Mix Asphalt IDIQ

FY17-20

01300 - 5

SECTION 01300

SCHEDULE OF MATERIAL SUBMITTALS

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

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

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

D. To be submitted 14 days before Final Inspection.

PROJECT DESCRIPTION: PROJECT NUMBER:

Fort McCoy, WI FILE#

ITEM

NO.

SECTION,

PARA NO,

LETTER

DESCRIPTION OF

MATERIAL

DATE DATE DATE SUBMIT CODE COMMENT

REQ Received Returned NO.

1.00 01000,

1.07 A

Operation & Maintenance Manuals D

2.00 01000,

1.11 A Construction Schedule A

3.00 01000,

1.12 A, B, C, & D

Material Warranties D

4.00 01000,

3.06 B

Record Drawings & redline drawings D

5.00 01400,

1.03 A Accident Prevention Plan C

01400 - 1

SECTION 01400

SPECIAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY

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

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

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

1.02 PRECONSTRUCTION CONFERENCE

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

1.03 SUBMITTALS

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

1. Accident Prevention Plan

1.04 ACCIDENT PREVENTION PLAN

A. Shall be developed by a qualified person.

B. Shall be job specific.

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

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

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION

3.01 SUMMARY

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

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

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

February 2013 Chip/Crack Seal & Cold Mix Asphalt IDIQ FY17-20 02547 - 1

SECTION 02547

CHIP SEAL COAT

PART 1 GENERAL

1.01 DESCRIPTION

A. This work shall consist of the construction of a Chip Seal Coat composed of an application of emulsified liquid asphalt material with a covering of aggregate as specified for Chip Seal Coat cover, constructed on a base course or other improved surface, in accordance with the requirements of the contract.

B. The work shall be done in accordance with Section 475 of the State of Wisconsin “Standard Specifications for Highway and Structure Construction” (WI Spec). (Most current edition as of the time of delivery order submittal).

1.02 REFERENCES

A. WisDOT Section 475 Standard specification for Highway and Structure Construction.

B. AASHTO M-208 Standard specification for Cationic Emulsified Asphalt.

C. ASTM D 2397 Standard specification for Cationic Emulsified Asphalt.

D. WisDOT Section 460 Standard specification for Highway and Structure Construction.

E. WisDOT Section 305 Standard specification for Highway and Structure Construction.

F. WisDOT Section 455.3.2 Standard specification for Highway and Structure Construction.

G. Mn/DOT Section 3127.2 Standard Specifications for Construction

1.03 SUBMITTALS

A. Product Data:

1. Asphaltic Material.

2. Chip Seal Coat Aggregate.

3. Base Course Material.

B. Weight Tickets: Base Course Material.

C. Material Quantities:

1. Gallons of Asphaltic Material: Submit quantity used for each location for each day.

2. Weight or Volume of Chip Seal Coat Material: Submit quantity used for each location for each day.

PART 2 PRODUCTS

2.01 MATERIALS

A. Asphalt materials furnished and used in the work shall be emulsified liquid asphalt…