MIFC Parking Statement of Work with crack fill add.pdf

Final REV: 2020 05 28 jstrez

SUPERIOR NATIONAL FOREST

Minnesota Interagency Fire Center Parking Lot Improvements 2020

PROJECT STATEMENT OF WORK (SOW)

MN Shared Services Contracting

Duluth, Minnesota

Final REV: 2020.05.28 jstrez

Table of Contents

1.0 Project Introduction

1.1 Scope

1.2 Funding Limitations

1.3 Location

1.4 Background

1.5 Definition of “days” with the Statement of Work (SOW)

1.6 Project Schedule

1.7 Contact Information

1.8 Requirements for the Project’s Electronic files, Project Management and

Communications

2.0 General Requirements

2.1 Scope of Work Summary

2.2 Applicable Codes

2.3 Progress Payments

2.3.1 Schedule of Items

2.4 Project Meetings

2.4.1 Preconstruction Meetings

2.5 Contractor’s Project Schedule

2.6 Submittals

2.6.1 Submittal Register

2.6.2 Submittal Distribution and Format

2.6.3 Submittal procedures

2.6.4 Substitution

3.0 Detail Requirements by Work Item

3.1 Asphalt Replacement

3.2 Seal Coating with crack sealing

3.3 Striping

4.0 Specific Construction Requirements

4.1 Safety

4.2 Superintendence by the Contractor

4.3 Closure of Site

4.4 Advertisement/Company Logo

4.5 Project Limits along Roadways

4.6 Construction specifications (FP-14)

5.0 Additional Requirements

5.1 Temporary Facilities

5.2 Work Hour Restrictions

5.3 Quality Control

5.4 Hazard Control

5.4.1 Spark Arresters

5.4.2 Smoking

5.4.3 Welding

5.5 Minimizing Construction Impacts

5.6 Patching, Cutting, and Repair to Damaged Areas

5.7 House Keeping

5.8 Record Drawings

5.9 Project Closeout

5.10 Final Inspection

6.0 Attachments

1.0 PROJECT INTRODUCTION

Project Name: MIFC (Minnesota Interagency Fire Center) Parking Lot Repairs 2020

1.1 Scope

In accordance with the terms and conditions of the Contract, the Contractor shall perform the work of this Statement of Work (SOW) for the USDA-Forest Service (FS) as described below.

The Contractor shall perform inspection, design, and construction services in accordance with the requirements within the contract.

The Contractor shall perform all services necessary to produce a complete and usable project in accordance with the project goals and design intent stated herein.

1.2 Funding Limitations

The Contractor is responsible for providing all design and construction services required for the final total lump-sum firm-fixed amount as identified on the contract.

1.3 Location

This project is located at 402 SE 11th Street, Grand Rapids, MN

1.4 Background

The building serves as a dispatch center, supply cache, and training center for wildfire response efforts in MN. The intent of this contract is to remove, grade, and repave 800 square feet of parking to lot to facilitate drainage, deepen the drainage ditch; seal coat and stripe the entire parking lot.

1.5 Definition of “Days” within the Statement of Work (SOW)

Unless stated elsewhere number of days equals number of calendar days.

1.6 Project Schedule

The Project shall have a single construction phase unless approved by CO. The Contractor shall submit construction project schedule to the government for consideration and approval prior to receiving a notice to proceed. The project delivery date is 30 calendar days. It is expected that the Contractor shall have all phases of work complete within this time frame. All work shall be completed by September 30th, 2020.

1.7 Contact Information

Contractual:

Contracting Officer Representative (COR): Jim Strezishar, Address: 8901 Grand Avenue Place, Duluth, MN 55808. Phone: 218-878-4442. E-mail:

james.strezishar@usda.gov

On Site:

Cache Manager: Brian Wise, Address: 402 SE 11th Street, Grand Rapids, MN 55744.

Phone: 218-322-2763. E-mail: brian.wise@usda.gov

1.8 Requirements for the Project’s Electronic files, Project Management and Communications

All process documents submitted shall be PDF format via email.

2.0 GENERAL REQUIREMENTS

2.1 Scope of Work Summary

The project will consist of improving the parking lot at the facility. The FS shall approve any design elements prior to construction.

The project will include these major tasks, but not be limited to, the construction of the following major items of work:

Removal and disposal of a section of asphalt in the rear parking lot.

Regrading of aggregate and replacement of asphalt in the removed section.

Seal coating of all asphalt surfaces at the facility Striping of asphalt to match the existing layout

2.2 Applicable Codes

All work in this contract shall be done in accordance with the following in their most current edition:

1. National Fire Protection Association (NFPA)

2. OSHA – Occupational Safety and Health Act

3. ABAAS – Architectural Barriers Act Accessibility Standard

4. ADA – Americans with Disabilities Act

5. All local safety and fire regulations

6. All manufacturer installation instructions.

7. All other codes and standards referenced in the specifications.

-No Permits are required for this contract

Verification of Dimensions

The contractor shall be responsible for the conditions and proper relation of their work to the site conditions and will familiarize themselves with all details of the work and working conditions. The contractor shall verify all dimensions in the field and generate their own quantities for work provided. Any and all incidental items not specifically listed in this contract are to be included by the contractor, to provide the government a complete and usable end product.

2.3 Progress Payments

All Contractor payment shall be based on the base contract and FAR clauses. These payments for completed work shall be based on COR observation & approval, and the Schedule of Items. The CO shall specify the required submission documents to accompany any request for payment.

2.3.1 Schedule of Items

The total cost of all items shall equal the contract sum. The Schedule of Items will form the basis for progress payments if approved by the CO.

2.4 Project Meetings

2.4.1 Pre-Construction Meeting

The CO shall setup a pre-construction meeting with the contractor after award. The Contractor shall be responsible for certain administrative functions having to do with all correspondence and meetings to be determined later (submittals, schedules, observations, and administrative duties) as determined by the CO. Payrolls and other construction administration documentation shall be required to be prepared by the Contractor.

2.5 Contractor’s Project Schedule

General: The Contractor shall provide a Project schedule for the design and construction phases of the entire contract period within 3 weeks after award. This schedule shall be updated at intervals required by the CO. The CO shall approve and augment the Contractor’s schedule to accommodate Government needs and processes for this contract.

2.6 Submittals

2.6.1 Submittal Register

Submittals for this contract shall be assembled into a submittal register or checklist by the contractor. This checklist shall be used to track mfr. data, samples, testing, warranties, shop drawings, etc. for all products.

Manufacturer’s recommended installation procedures and Manufacturer’s Industry Standard shall be the basis of how products and materials are installed in addition to building and accessibility codes. It is strongly encouraged that the Contractor provide the manufacturer’s recommended installation instruction or manual for each submittal and process. If the proper installation criteria is not provided, then the CO/COR will rely on the manufacturer’s web-based material or mfr. provided documentation as the source of installation validation. No construction product, material or system shall be installed without approved documentation by the CO. They shall hold the Contractor to these installation standards in construction if there is not procedural standard for this work.

2.6.2 Submittals Distribution and Format

B. Construction Submittals:

1. All Construction submittals shall be e-mailed to the COR. Other formats may be approved by the COR.

2. Samples. The Contractor shall submit the number of samples they desire returned, plus 1 additional to the COR.

2.6.3 Submittal Procedures

The COR shall have 10 days to review and return submittals to the Contractor. The Contractor can request a faster turnaround on specific submittals in writing if warranted.

The CO/COR oversight is for quality assurance only and compliance with contract requirements. The Contractor is fully responsible and liable for construction applications, technical considerations, and use of products for the intended application.

2.6.4 Substitution

Substitutions are acceptable if approved by designer (email or signature) and appropriate documentation is given to the CO/COR to review. This process requires contacting the COR, specifying the changes and allow the COR to request the proper information needed to evaluate the change. Submitting documentation directly to the COR without prior discussions may cause additional delays in acceptance. A minimum of 2 weeks is required for any substitution, but more time may be required depending on CO requirements.

3.0 GENERAL REQUIREMENTS BY WORK ITEM

3.1 Asphalt Replacement

Cut and remove a total of 800 square feet of asphalt as shown on the attached plans.

Contractor shall regrade the base to ensure drainage to the drainage ditch. Ensure that the final base is sufficient in compaction and quality to support delivery traffic. Repave area with minimum 3” MN DOT Level 2 superpave sloped to a final low elevation of

1293.3. Slope to drain and provide a smooth transition between the parking lot and driveway.

Contractor is to deepen the existing drainage ditch. Remove material from the section closest the parking lot 6' wide x 100' long x 6" deep. Dispose of material off site. Side and mulch all exposed soil.

3.2 Seal Coat (with crack fill)

Seal coat and fill cracks on the entire paved parking lot area on all 3 sides of the building.

Work shall be planned to minimize disturbance to employees. Coordinate parking lot access and clearing of vehicles with the Cache Manager. The 3 parking lots together measure approximately 49,400 square feet.

3.3 Striping

The contractor is responsible for restriping the parking lot after seal coating. Provide the same number of parking spaces, regular and handicap, with same minimum line length as existing. Contractor is responsible for visiting the site to determine quantities.

4.0 SPECIFIC CONSTRUCTION REQUIREMENTS

4.1 Safety

The Contractor shall comply with all Federal and State safety requirements for the type of work to be performed. Refer to the Occupation Safety and Health Standards (OSHA) for details of these and other safety requirements.

4.2 Superintendence by the Contractor

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. Superintendent must be designated in writing to

CO/COR.

4.3 Closure of Site

The contractor shall be responsible for closing the parking lot work area with barriers 1 day prior to commencement of work. The COR will be responsible for ensuring vehicles are removed from work area by end of day closing occurs. If vehicles are located within a work area, contractor shall leave vehicle in its place and not work within 10’ of the vehicles location.

Upon commencement of work, it shall be their responsible to supply and maintain traffic control devices during the duration of work and all associated dry times. One Type 2 or Type 3 barricade is required at each entrance of work location. The contractor may then utilize type 1, 2, or 3 barricades and/or any other method to ensure no vehicles can enter the work location.

4.4 Advertisement/Company Logo

The Contractor shall not place any form of advertisement or company logo, in any form, on the pavement or anywhere on Federal Lands.

4.5 Project Limits along Roadways

The limits of work along Federal, State, County, or Local roads include all pavement “drive apron” or deceleration/ acceleration lanes associated with that road or site.

4.6 Construction specifications (FP-14)

The Forest Service, US Department of Agriculture has adopted the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, U.S. Customary Units (FP-14) for construction of National Forest System Roads and other projects.

The full provisions of FP-14 shall apply as applicable on this contract, unless modified by the Special Project Specifications.

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP‐14, AS MODIFIED BY U.S. FOREST SERVICE SPECIAL PROJECT SPECIFICATIONS

102 - Bid, Award, and Execution of Contract

102.00_nat_us_02_16_2005

102 Bid, Award, and Execution of Contract

Delete Section 102 in its entirety.

103 - Scope of Work

103.00_nat_us_02_16_2005

Deletions

Delete all but subsection 103.01 Intent of Contract.

104 - Control of Work

104.00_nat_us_06_16_2006

Deletions

Delete Sections 104.01, 104.02, and 104.04.

Add the following subsection:

104.06_nat_us_02_17_2005

104.06 Use of Roads by Contractor

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

106 - Acceptance of Work

106.07_nat_us_05_11_2004

106.07 Delete

Delete subsection 106.07.

107 - Legal Relations and Responsibility to the Public

107.05_nat_us_05_11_2004

107.05 Responsibility for Damage Claims.

Delete the entire subsection.

107.06_nat_us_06_16_2006

107.06 Contractor’s Responsibility for Work.

Delete the following from the first paragraph.

“except as provided in Subsection 106.07”.

107.09_nat_us_06_16_2006

107.09 Legal Relationship of the Parties.

Delete the entire subsection.

107.10_nat_us_06_16_2006

107.10 Environmental Protection.

Add the following:

Design and locate equipment repair shops, stationary refueling sites, or other facilities to minimize the potential and impacts of hazardous material spills on Government land.

Before beginning any work, submit a Hazardous Spill Plan. List actions to be taken in the event of a spill.

Incorporate preventive measures to be taken, such as the location of mobile refueling facilities, storage and handling of hazardous materials, and similar information. Immediately notify the CO of all hazardous material spills. Provide a written narrative report form no later than 24 hours after the initial report and include the following:

Description of the item spilled (including identity, quantity, manifest number, and other identifying information).

Whether amount spilled is EPA or state reportable, and if so whether it was reported, and to whom.

Exact time and location of spill including a description of the area involved.

Containment procedures.

Summary of any communications the Contractor had with news media, Federal, state and local regulatory agencies and officials, or Forest Service officials.

Description of clean-up procedures employed or to be employed at the site including final disposition and disposal location of spill residue.

When available provide copies of all spill related clean up and closure documentation and correspondence from regulatory agencies.

The Contractor is solely responsible for all spills or leaks that occur during the performance of this contract. Clean up spills or leaks to the satisfaction of the COR and in a manner that complies with Federal, state, and local laws and regulations.

108 - Prosecution and Progress

108.00_nat_us_02_16_2005

108 Delete.

Delete Section 108 in its entirety.

109 - Measurement and Payment

109.00_nat_us_02_17_2005

109 Deletions

Delete the following entire subsections:

109.06 Pricing of Adjustments.

109.07 Eliminated Work.

109.08 Progress Payments.

109.09 Final Payment.

151 – Mobilization

Delete section in its entirety and add the following:

151.01 General

All mobilization associated with this project is considered incidental to the performance of the contract.

155 - Schedules for Construction Contracts

155.00_nat_us_05_11_2004

155 Delete.

Delete Section 155 in its entirety and replace with the following:

151.01 General

The contractor and COR will agree upon the project schedule 3 weeks prior to work commencing. The

Forest Service is required to inform the public on all closures, and consequently work must be performed according to schedule.

414 – Asphalt Pavement Crack Sealing

Delete Section 414 in its entirety and replace with the following:

Description

414.01 This work consists of preparing and sealing pavement cracks with low-modulus rubberized asphalt sealer as specified below.

Material

414.02 All material used must meet or exceed the following Low-Modulus Rubberized Asphalt Specifications. Use sealant meeting the requirements of ASTM D5167 and D5329 as shown below and/or specified in the Minnesota DOT specification for crack sealing. Hot Poured, Extra Low Modulus, Elastic Type - 37250

Cone Penetration, 770F (250C), dmm (ASTM5329)…………………..100-150 Cone Penetration, 00F (-180C), dmm (ASTM5329 modified)……….....25 min.

Flow, 1400F (600C), 5h ( ASTM D5329)………………………….10 mm max.

Resilience, (ASTM D5329)………………………………………….…30-60% Bond, -200F (-290C), 220% ext. (ASTM D5329)………….……...Pass 3 cycles Recommended Pour Temperature…………………………………...……3800F Safe Heating Temperature……………………………………..………….4100F Asphalt Compatibility (ASTM D5329)………………………..…...……...Pass

Three known supplier products that meet these requirements in the past are:

1. Crafco 522

2. Maxwell Elastoflex 72

10 days prior to construction the contractor shall provide a manufacturer’s certificate for the proposed sealant that shows the product meets or exceeds the above requirements. If directed by the COR a sample will be available for confirmation testing. All containers of crack sealer shall be clearly marked with specific product name and numbers as shown on manufacturer’s certification.

Product will be approved by COR prior to use.

Construction Requirements

414.03 Routing No Routing is necessary.

414.04 Cleaning Ensure the reservoir and crack are dry and free of dust, dirt, vegetation and loose materials immediately before applying the sealant. Use air equipment producing at least 100 CFM and a continuous line pressure of at least 125 PSI. The air must be free of oil and water.

414.05 Sealing Follow the sealant manufactures handling, mixing and application temperature requirements. Apply sealant, filling the reservoir flush to the top, using a pressure type applicator.

Open the completed work to traffic only when the sealant will not track. Repair or replace all seal work damaged by traffic at Contractor expense. All cracks sealed require blotter material and the only approved blotter material is toilet paper. Install sealer in all cracks so that material penetrates the full thickness of the pavement or the full depth of the crack. For cracks less than 1/4”, clean and apply a sealant band of 2” width such that the crack is centered under the band.

414.06 Temperature Limitations Apply the sealant when there is no evidence of frost in the road section, the roadway surface is dry, the weather is not foggy or rainy, and the road surface temperature is between 350F and 680F.

414.07 Acceptance. Material for asphalt pavement crack sealing will be evaluated under Subsections 106.02 and 106.03. At project startup, Contractor and FS will select random sections (~ 113 ft in length), representative of project to compare pre-seal crack measurements to sealed crack measurements. At any time results deviate more than + or – 15%, sealing will stop until discrepancy is resolved.

Asphalt pavement crack sealing will be evaluated under Subsection 106.04.

Measurement

414.08 Measure the Section 414 items listed in the bid schedule according to Subsection 109.02.

418 – Asphalt Pavement Sealcoat

Delete the entire section and replace with the following:

Description

418.01 This work shall consist of the application of pavement sealing material(s) on existing pavement surfaces.

418.02 Conform to the following Subsections:

Emulsified asphalt 702.03

Water 725.01(c)

Construction Requirements

418.03 Composition of Seal Material. The primary component of seal materials shall be slow setting asphalt emulsion that conforms to either AASHTO M140 or M208. The contractor shall submit a manufacturer’s certificate of compliance with each shipment of asphalt emulsion. Asphalt emulsions shall be mixed with additives that prevent bleeding. The contractor may dilute seal materials with water to improve penetration into the pavement surface or for consistency improvement.

Coal tar sealants are not acceptable.

Additive Materials: Materials such as clays, slates, fibers, carbon black and polymers may be added to emulsified asphalt provided the manufacturer’s product literature is reviewed and approved by the

Engineer prior to application. If the seal material is blended with sand, the sand shall be clean, hard, durable, un‐coated particles, free from clay lumps and organic matter, with 100 percent passing the No.

16 mesh and a maximum of 5 percent passing the No. 200 mesh. The sand must have a gradation that helps control segregation and promotes suspension during product application. No more than 3 pounds of sand shall be added to each gallon of applied material.

Top Dressing and Blotter Sand: Washed concrete sand meeting AASHTO M6 gradation requirements, unless otherwise approved.

Submit proposed emulsion mix for approval 10 days prior to production.

418.04 Equipment The distribution equipment for all materials shall be capable of placing a uniform consistency of the material, and be capable of applying a uniform application over variable widths, grades and crowns of surface. Self propelled, asphalt distributor, squeegee or slurry seal spreader box, and hand‐held spray and squeegee equipment or any combinations thereof maybe required to obtain a satisfactory seal. The required application rate may also require multiple applications to obtain a satisfactory, uniformly, sealed surface. The equipment used for storing and application of liquid and slurry products shall include accurate volume measuring devices and calibrated tank. The engineer may require transport or application equipment to be weighed when full and empty if volume measuring equipment is inadequate.

418.05 Surface Preparation Clean the existing surface to be sealed of all loose material, dirt, dust, oil or any type of objectionable surface film that might jeopardize adhesion and a quality final product. Such accumulations may require removal by pressure washing, grinding, burning or scraping or a combination thereof. The surface will be approved in writing prior to applying the seal. All cleaning materials and labor required will be considered incidental to the Asphalt Pavement Sealcoat pay item.

418.06 Weather Limitations Apply the sealcoat when the air temperature in the shade and the surface temperature are at least 45 F and rising and when the weather is not foggy, rainy, or overcast. Do not apply when there is a danger of freezing within 24 hours. The COR has the authority to stop work for the above weather limitations.

418.07 Application. Ensure that the seal mix is of the desired consistency, with no signs of segregation as it leaves the mixer and distributor equipment and conforms to the approved job‐mix. Application may be by hand‐held spray equipment, asphalt distributor, squeegee or slurry seal spreader box.

Whenever practical, seal material application shall be spread in two directions, 180 degrees from each other. The Engineer may require an additional application on small areas of pavement that have more surface voids, where voids have prevented adequate coverage or where uneven application exists.

The minimum `residue' application rate of 1.0 pound per square yard shall be obtained over the entire surface to be treated. Residue will consist of the asphalt cement portion of the emulsified asphalt and non‐evaporative additive materials (such as clays, slates, fibers, polymers and sand) that are suspended in the emulsion when applied. Application rates may be adjusted up or down by 0.15 pounds residue per square yard by the COR to compensate for pavement surface absorption and roughness.

The volume of emulsion used shall be readily determined by the contractor prior to, during and after application. Final payment will be based on meeting the specified application rate of residue. The COR will determine the weight of residue per gallon by drying field samples from the project to constant weight.

418.08 Maintenance & Opening to Traffic. Allow treated areas to completely cure before opening to traffic. Traffic control and the prevention of asphalt pickup under traffic is the contractor's responsibility for 10 days following treatment. When directed by the COR, blotter sand shall be applied to the sealed pavement to prevent asphalt pickup by vehicles. The COR may require removal of loose blotter sand by brooming after the maintenance period. After the treatment has been open to traffic for 10 days, the contractor shall repair any areas that are damaged by traffic, or areas that are peeling or cracking.

418.09 Sampling and Testing. Samples of the seal product as applied will be required for the project.

Samples from stored containers may also be required at the COR’s discretion. Samples will be taken by the contractor as directed by and delivered to the COR in approved plastic 1 gallon containers. Testing of the residual will be done by the COR. Results will be used in determining the actual residual seal rate applied. Additional quality testing of the emulsion may be done by the COR at his discretion to verify quality requirements.

418.10 Acceptance. As stated under 418.07 above, a minimum residual of 1.0 lbs / syd of product will be obtained on the sealed pavement surface. Sampling and testing and as outlined under 418.09 above will be used to determine “residual” and “quality” specification compliance.

Emulsified Asphalt/ the final seal product will be evaluated under Subsections 106.03 and 702.09.

Construction of the surfacing seal will be evaluated under Subsection 106.02 and 106.04.

418.11 Measurement Measure the Section 418 items listed in the schedule of items according to subsection 109.02 and the minimum “residual” specified above.

418.12 Payment. The accepted quantities will be paid at the contract price per unit of measurement for the Section 418 (and 414) pay items listed in the schedule of items. All labor, materials, and equipment required to perform this required work are considered incidental to the Asphalt Pavement

Crack Sealing work. Payments will be full compensation for the work prescribed in this Section.

634 – Permanent Pavement Markings

634.01

Delete and replace with the following:

This work consists of applying permanent pavement markings on pavement surfaces. All surfaces shall be clean and dry prior to the placement of markings. Apply when surface temperature are at least 45 F and rising and when the weather is not foggy or rainy.

All pavement marking layouts will be in accordance with the attached plans unless otherwise noted in the contract. All markings that require side by side lines will be applied at the same time with 2 different sprayers to ensure spacing is consistent throughout.

All pavement markings shall be:

Type C – Waterborne traffic paint with type 3 glass beads

Paint Colors shall be Blue for handicapped spaces and yellow for all others; curbs in front of handicapped spaces shall be painted blue as well.

635 - Temporary Traffic Control

Delete entire section except 635.01 and 635.02 and add the following:

635.03 General.

The contractor shall be responsible for closing the parking lot work area 1 day prior to commencement of work. The COR will be responsible for ensuring vehicles are removed from work area by end of day closing occurs. If vehicles are located within a work area, contractor shall leave vehicle in its place and not work within 10’ of the vehicles location.

Upon commencement of work, it shall be their responsible to supply and maintain traffic control devices during the duration of work and all associated dry times. One Type 2 or Type 3 barricade is required at each entrance of work location. The contractor may then utilize type 1, 2, or 3 barricades and/or any other method to ensure no vehicles can enter the work location.

Dry times will be discussed and agreed upon per site between the COR and contractor; in accordance with the specifications for the completed work.

635.03 Payment.

Delete subsection and replace with the following:

Payment will not be made for Temporary Traffic Control, and is considered incidental to the performance of the contract.

5.0 ADDITIONAL REQUIREMENTS

5.1 Temporary Facilities

FIELD OFFICES – The contractor is not required to have a field office.

5.2 Work Hour Restrictions

All work and deliveries shall be limited to the weekday hours of 7:00 am to 6:00 pm unless otherwise approved by the COR. No work shall occur on Federal holidays or weekends without prior approval.

5.3 Quality Control

The quality of all work shall be the responsibility of the Contractor. Inspect and test all work as needed to ensure that the quality of materials, workmanship, construction, finish, and functional performance is in compliance with applicable specifications and drawings. Failure to provide adequate quality control will result in retention and other contract actions.

5.4 Hazard Control

Take all necessary precautions to prevent fire during construction. Do not store flammable or combustible liquids in existing structures. Provide adequate ventilation during use of volatile or noxious substances.

5.4.1 Spark Arresters

Equip all gasoline or diesel powered equipment used in potential forest or grass fire locations with spark arresters approved by the U. S. Forest Service. Written determinations of areas and periods of potential fire hazard will be issued by COR.

Locate internal combustion equipment so that exhausts discharge well away from combustible materials. Locate service areas a minimum of 50 feet from buildings. Shut down equipment before refueling.

5.4.2 Smoking

Smoking inside Forest Service buildings is prohibited, cigarette butts shall not be discarded on the ground.

5.4.3 Welding

Cutting by torch, welding or metal grinding shall be performed only when adequate fire protection is provided. Prior to performing any welding, cutting, grinding or other activities generating spark or fire hazards the project superintendent and work supervisor shall meet with the COR representative and discuss and agree to a fire protection plan

5.5 Minimizing Construction Impacts

The Contractor shall take all precautions necessary to minimize and restore all construction impacts. All existing work and conditions impacted or modified by the contractor shall be replaced with like kind at the contractor’s expense.

5.6 Patching, Cutting, and Repair to Damaged Areas

All cutting, patching and repairs on systems shall be coordinated with COR at the weekly construction meeting in advance of the work. The Contractor is responsible to fix and repair affected areas on un-approved work to the original condition or better.

5.7 House Keeping

Housekeeping: Keep project neat, orderly, and in a safe condition at all times. At the end of the work week a more through cleanup and policing shall be performed. All debris shall be removed and properly disposed.

5.8 Record Drawings

No record drawings are required for this contract.

5.9 Project Closeout

Before submitting a request for final inspection, submit the following:

Payment:

The quantities shall be paid for as lump sum quantities or by other methods of measure as listed in the SCHEDULE OF ITEMS. Such payment shall be considered full compensation for constructing the complete project in accordance with the plans and specifications. The availability of progress payments shall be determined by the CO.

The invoice must be inputted into the IPP System.

Additional Documents required to be prior to final invoice processing are:

Certified Payroll

Contract Release Form

Final payment will not be processed until all documents have been received by the CO.

5.10 Final Inspection

Cleaning: Before scheduling the final inspection, remove all tools, equipment, surplus materials, and rubbish. Restore or refinish surfaces that are damaged due to work of this contract to original condition. Pick up and remove all construction debris from the site. At time of final inspection, project shall be thoroughly clean and ready for use.

Process Description: Submit written certification that project, or designated portion of project, is substantially complete, and request in writing a final inspection. The COR, commissioning agent, and Contractor will proceed with the inspection within 10 days of receipt of request. The COR will prepare a list of deficiencies ("Punch List") to be corrected before final acceptance.

The Contractor shall complete the work described on the list punch list within 14 calendar days. If the Contractor fails to complete the work within this time frame, the COR may either replace or correct the work with an appropriate reduction in the contract price or charge for re-inspection costs in accordance with the Inspection of Construction clause of the contract.

6.0 Attachments

Overview of replacement area Existing elevations MIFC Site – Overview of Parking Lots

MIFC SITE

Overview of Parking Lots

Legend

200 ft

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