FY22 PAVING SOW.docx

CAMP JAMES A GARFIELD JOINT MILITARY TRAINING CENTER

Department of Public Works Building 1068 8451 SR 5 Ravenna Ohio, 44266

Scope of work for asphalt chip & seal, crack sealing, and paving

Division 1 General The OHARNG has a requirement to award a firm fixed price (FFP) contract for the repaving and repair of existing roads at various locations throughout the Camp James A. Garfield Joint Military Training Center (CJAG); located at 8451 State Route 5 Ravenna, OH. 44266. Repairs will consist of asphalt chip & seal, surface repaving and full depth repairs. The base bid will consist of three sections of road that require crack, seal and pothole repairs (locations outlined in the SOW) along with 12 additional optional locations.

1 Scope Contractor shall furnish all design, labor, equipment and materials to perform all work in accordance with this statement of work and ODOT standards for asphalt. Work accomplished shall meet or exceed the specifications designed by CJAGJMTC Department of Public Works. All current asphalt roads shall be planed and smoothed as needed. Potholes and other imperfections in paved roads will require an approved hot patch fill prior to the paving process in accordance with this scope.

2 Site of work CJAGJMTC lies north of OH 5 and west of OH 534. The main gate entrance to post is at the center of the southern perimeter fence, accessed from OH 5. Sites of work are all within the post and can be identified on the attached maps.

3 Work to be accomplished Work to accomplish includes but is not limited to the following items. All work shall be constructed in accordance with the Department of Transportation, the Ohio Department of Transportation and United Facilities Criteria (UFC) 3-250-03 15 May 2001 specifications. Contractor is responsible to verify all distance measurements prior to bidding and will use them for cost estimates and construction.

Description of work for each type is as follows:

Crack seal

a. Reference ODOT construction and material specifications 2016 423.03 for sealant type specifications.

b. Do not seal cracks if the surface is visibly damp or the temperature is below 45 F (7 C).

c. Fill all visible cracks according to 423.07 or as directed by the Engineer.

d. Rout cracks with an opening less than 3/4 inch (19 mm) to provide a sealant reservoir with a nominal size of 3/4 inch (19 mm) wide by 1 inch (25 mm) deep.

e. Use hand tools or a lightweight chipping hammer to remove all slivers of asphalt concrete less than 1 inch (25 mm) wide remaining along the crack after sawing.

f. If the crack below the sealant reservoir is greater than 3/8 inch (10 mm) wide, insert a backer rod into the crack to form the bottom of the reservoir at the proper depth.

g. Before applying the hot sealant, clean cracks by an approved method or methods to remove dust, dirt, moisture, vegetation, and other foreign material.

h. Keep the cracks clean and dry until all sealing operations are completed.

i. Perform the crack sealing operation within 250 feet (76 m) of the cleaning operation.

j. Seal only cracks that are wide enough to permit entry of sealant

k. Seal tightly closed cracks (less than 1/4-inch (6mm) wide) only if they show signs of raveling or spalling.

l. Do not seal cracks greater than 1-inch (25 mm) wide, and do not seal spalls or cavities greater than 4 inches (100 mm) wide, unless otherwise directed.

m. For Types I and IV crack sealants, fill the entire crack reservoir with the sealant from the bottom up to approximately 1/16 inch (2 mm) above the pavement surface.

n. Immediately scrape the filled cracks with a V-shaped or U-shaped squeegee, or similar hand tool, to smooth the over- fill.

o. This may require more than one application of sealant. The Engineer will not accept the work if the band of sealant on the pavement surface is greater than 2 inches (50 mm) wide.

p. For Types II and III crack sealants, place the sealant such that it fills the cracks with a band of sealant within 2 to 4 inches (50 to 100 mm) wide. The Engineer will not accept the work if the thickness on the pavement is greater than 3/16 inches (5 mm).

Chip & seal

a. Repair potholes to their full depth to create a uniform top surface.

b. Place the chip seal when the pavement temperature is between 60 F (16 C) and 140 F (60 C). Do not schedule the performance of this work for the time period before May 1 or after September 15.

c. Construct a double chip and seal with ODOT #8 limestone cover aggregate: approximately 28,000 SY of pavement.

d. Apply CRS-2P at minimum of .42 gallons / SY/ lift.

e. Apply ODOT #8 limestone at a minimum of 22 # / SY / lift.

Pothole repair

a. Clean out dirt, leaves, debris, etc. from potholes

b. Cut edges clean and vertical if necessary.

c. Repair potholes with approved asphalt material to their full depth to create a uniform top surface.

BASE BID

· South Service Road crack seal and pothole repair (From George Road to Load Line 1 road, see map)

· George road crack seal and pothole repair (From Newton Falls Road to SR 5, see map)

· Newton Falls Road crack seal and pothole repair (From Route 80 to Paris-Windham Road, see map)

OPTION 1

Smalley road crack seal (From Route 80 to County Line Road, see map)

OPTION 2

Paris-Windham Road crack seal (From Smalley Road using Group 2 bypass to South Service Road, see map)

OPTION 3

Greenleaf road crack seal (From Construction Road to Southern perimeter road, see map)

OPTION 4

Route 80 chip & seal and pothole repair (From North Line Road to Southern perimeter, see map)

OPTION 5

Morgan road loop chip & seal (From South Service Road intersection, around to George Road, see map)

OPTION 6

Newton Falls Road pothole repair (From lane 4 of A Block to Route 80, see map)

OPTION 7

South Service Road pothole repair (From Load Line 1 road through Irons, Ramsdell and Remalia Roads to Load Line 2 road, see map)

OPTION 8

Snow road pothole repair (From Smalley Road to Ramsdell Road, see map)

OPTION 9

Post entrance and Building 1068 Parking lot striping (See maps)

OPTION 10

Roadway striping, see map

Solid white edge lines and solid yellow double center lines:

· South Service Road from George Road through Irons, Ramsdell and Remalia Roads to Paris-Windham Road

· George road from Newton Falls Road to SR 5

· Newton Falls Road from Lane 4 of A Block to Paris-Windham Road

· Smalley road from Lane 7 of E Block to Group 2 bypass road

· Paris-Windham Road from Smalley Road using Group 2 bypass to South Service Road

· Greenleaf road from Construction Road to Newton Falls Road

· Fuze and Booster Road from Greenleaf Road to Fuze and Booster Spur Road

Solid white edge lines only:

· Lanes 7 and 8 of E Block.

OPTION 11

South Service Road chip & seal and pothole repair (From Load Line 1 road through intersection of Ramsdell road, see map)

SW – 4 Site Visitations and Point of Contact

A MANDATORY site visit shall be arranged through SGT Grant Stoner at the CJAG Department of Public Works, Building 1068, 8451 SR 5 Ravenna, Ohio, 44266, Monday through Friday, between 7:30 a.m. and 3:30 p.m. at 614-336-6580 or 614-336-6795.

SW – 5 Point of Contact

Questions concerning the specifications should be directed to SGT Grant Stoner at 614-336-6580 or grant.m.stoner.mil@mail.mil Monday through Friday, between 7:30 a.m. and 3:30 p.m.

SW – 6 PERFORMANCES

01. Submittal of a bid by a Contractor shall be accepted as prime facie evidence that the Contractor has examined the Specifications and the Job Site, as necessary and has satisfied themselves as to the nature and location of the work and all matters which can in any way affect the work or cost thereof, under the contract. Any failure of the Contractor to acquaint themselves with all available information, including physical survey of the proposed work, will not relieve them from successfully performing all work to be done for a complete and successful job.

02. The above brief outline of principle features of work in no way limits the responsibility of the contractor to perform all work and furnish all labor and materials, required by the specifications referred herein. Any omission from the specification or misunderstanding thereof shall not relieve the Contractor from performing all work required, and furnishing the materials required to completely fulfill the INTENT of the Contract.

03. The Contractor shall confine operations at the site of area permitted by the Project Manager. They shall not unreasonably encumber the site with materials or equipment and shall assume full responsibility for the protection and safekeeping of products that interfere with the operations of the facility and if necessary, obtain and pay for additional storage areas.

04. At the completion of each working day, the Contractor shall clean and clear away any excess supplies and debris from the site.

05. Upon completion and before final acceptance of the work, the Contractor is responsible for the removal of all rubbish generated by the project. All property shall be restored to safe normal operating conditions. The area shall be in a neat, clean, presentable condition satisfactory to the facility.

06.Contractor must adhere to OHARNG Environmental Supplemental Conditions including but not limited to developing and obtaining approval from OHARNG of an Environmental Work Plan prior to work beginning. At a minimum the plan will outline how they will comply with the following: waste tracking on OHARNG Waste Disposal/Diversion Form, management of hazardous materials including fueling activities, concrete washout and asphalt spoils if applicable, waste labeling, adherence with CJAGJMTC Spill Response requirements and vegetation cutting restrictions if applicable.

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