STATEMENT OF WORK.docx

CAMP JAMES A GARFIELD JOINT MILITARY TRAINING CENTER

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

Project: CJAG 2025 Paving Repairs Project No: 3924006

1 - General Camp James A. Garfield (CJAG) is a Joint Military Training Center comprised of 21,683 acres located at 8451 State Route 5, Ravenna, Ohio 44266. The project consists of asphalt paving and/or maintenance and repair services at selected roads and parking lots as designated in the bid documents.

This project will be awarded as a Firm Fixed Price contract.

The recommended period of performance is 365 days from Notice to Proceed.

2 - Scope of Work The contractor shall furnish all necessary labor, equipment, materials, supervision, inspection and testing to perform the work in strict accordance with this Statement of Work and the current Ohio Department of Transportation Construction and Materials Specifications. Work accomplished shall meet or exceed the specifications designated by CJAG Department of Public Works. All current asphalt roads shall be planned 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. The following must be removed from CJAG no later than the project completion date: any soil or organic spoils and debris, all steel, concrete, wood or other construction materials, and all vehicles and equipment.

3 - Site of Work CJAG lies north of OH 5 and west of OH 534. The main gate entrance to CJAG is at 8451 State Route 5, Ravenna, Ohio 44266. Areas of work are all within the post and are identified on the attached maps.

4 - Work to Be Accomplished

Work to be accomplished includes but is not limited to the following items. All work shall be constructed in accordance with the Ohio Department of Transportation Construction and Material Specifications and United Facilities Criteria (UFC) 3-250-03 15 May 2001 specifications.

Brief description of work for base bid and options is as follows:

1) Pothole Repair

a. Remove loose and foreign materials from the repair area. Remove water, dry and apply tack coat to the surfaces of the repair area unless otherwise directed.

b. Place hot mix asphalt in horizontal lifts of appropriate depth. Finish to grade and compact to conform to roadway surface. Compact with hand tamps, mechanical tampers, or rollers. Compact to achieve full consolidation.

c. Repair pavement edges to the line and grade of original pavement. Clean roadway surface after repair operations. Dispose of materials removed as directed or approved.

2) Chip Seal

a. Reference Item 422 of ODOT Construction and Material Specifications 2019 Edition.

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

c. Prepare road surface to remove all loose debris, leaves, soil, material accumulations, etc. prior to applying chip seal.

d. Place the chip seal when the air temperature is above 60° F and pavement temperature is between 60° F and 140° F. Do not perform this work if temperatures are forecast to fall below 50° F within 24 hours of the work or if the weather conditions do not allow proper curing. Do not schedule the performance of this work for any time period before May 1 or after September 15 unless approved.

e. Construct a double chip and seal with ODOT #8 limestone cover aggregate.

f. Apply CRS-2P a minimum of .42 gallons per square yard per lift.

g. Apply ODOT #8 limestone at a minimum of 22 pounds per square yard per lift.

3) Partial Depth Repair

a. Reference Item 251 of ODOT Construction and Material Specifications 2019 Edition.

b. This work consists of partial depth removal of existing pavement in areas exhibiting surface deterioration, applying tack coat, and placing and compacting asphalt concrete.

c. Mark the areas in rectangular shapes. Square the sides of the repair area by saw-cutting or other approved methods. Ensure pavement is removed to the depth shown in the plans and that adjacent pavement is not damaged. If the adjacent pavement is damaged, remove all loose pavement to the depth specified in the plans.

d. Clean and dry the repair area and apply tack coat to the surfaces of the repair area and to fill cracks and joint openings.

e. Place and compact approved asphalt concrete in one or more lifts as necessary to finish flush with the adjacent pavement surface. Surface course mixes are to be placed in lift thicknesses of 2 inches or less, and intermediate courses at a maximum lift thickness of 3 inches.

f. Continuously compact each lift while the material is in a workable condition throughout the depth of the lift. Ensure that each lift is thoroughly compacted to a suitable density that will not result in displacement under traffic.

g. Seal the perimeter surface of the repaired area by applying a 2 to 4 inch wide strips of joint sealer.

h. Dispose of removed materials in accordance with the Environmental Procedures.

4) Pavement Repair

a. Reference Item 253 of ODOT Construction and Material Specification 2019 Edition.

b. This work consists of removing existing asphalt pavement and aggregate base course, shaping and compacting the exposed material, and placing new aggregate base and asphalt pavement courses.

c. The Engineer will designate the location and limits of areas to be repaired.

d. The pavement shall be cut to the limits marked and removed. Ensure that the pavement is removed to full-depth or to the depth shown in the plans, and ensure adjacent pavement is not damaged during removal. If the adjacent pavement is damaged, remove all loose pavement to full-depth or to the depth specified in the plans.

e. The exposed underlying material must be shaped and compacted. The asphalt material shall be as specified in the plans. Before placing asphalt concrete, all vertical faces of the existing pavement must be cleaned and coated with asphalt material according to ODOT Item 401.14. The replacement material must be placed in appropriate lifts. Each lift must be thoroughly and uniformly compacted using suitable compaction equipment. The final lift must be flush with the existing pavement surface.

f. Continuously compact each lift while the material is in a workable condition throughout the depth of the lift.

g. Seal the perimeter surfaces of the repaired areas by applying a 2 to 4 inch wide strips of joint sealer.

h. After completing the repairs, the existing shoulders must be repaired to the condition that existed prior to the repair work.

i. Dispose of removed materials in accordance with the Environmental Procedures.

5) Crack Sealing, Hot Applied

a. Reference Item 423 of ODOT Construction and Material Specifications 2019 Edition.

b. Do not seal cracks if the surface is visibly damp or the temperature is below 45° F.

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

d. Before applying the hot sealant, clean cracks by an approved method or methods to remove dust, dirt, moisture, vegetation, and other foreign material. Keep the cracks clean and dry until all sealing operations are completed.

e. Perform the crack sealing operation within 250 feet of the cleaning operation.

f. Seal only cracks that are wide enough to permit entry of sealant. Tight cracks less than ¼ inch wide are to be sealed only if they are raveling or spalling. Do not seal cracks greater than 1 inch wide. Do not seal spalls and cavities greater than 4 inches wide.

g. For Type I and IV sealants, fill the entire crack reservoir from the bottom to about 1/16 inch above the pavement surface. The surface must be scraped immediately with a V-shaped or U-shaped squeegee to smooth the sealant at the surface. The band that remains on the surface after smoothing must be less than 2 inches wide. Wider bands must be rejected.

h. For Type II and Type III sealant, the width of the band should be 2 to 4 inches, but never over 4 inches. Do not accept the work if the band is too wide and/or the thickness of the sealant on the pavement surface is more than 3/16 inches.

i. Do not allow traffic on fresh sealant until it has cured and will no longer pick up and track under traffic.

6) Culvert Replacement

a. Construct cofferdams or divert streams using temporary pipes.

b. Provide appropriate erosion control measures.

c. Coordinate with DPW and Range Control during construction. Provide signage for maintenance of traffic during construction.

d. Removal of existing culverts and properly disposing of materials off site.

e. Installation of any necessary shoring or bracing for the proposed excavation work and culvert installation.

f. Installation of new culvert and any specified end treatment/channel protection. Culverts to meet specifications for ODOT Item 611 Type A conduit.

g. The removal and replacement of the existing asphalt pavement within the culvert replacement area.

h. Final grading, topsoil placement, and seeding of all areas within the construction limits.

BASE BID

A. Newton Falls Road (West of Route 80 to Road 1B) - Road is 20’ wide and approximately 5,280’ long

a. Pothole Repair

b. Chip Seal

B. Primary Roads

a. Pothole Repair

i. Newton Falls Rd (East of Route 80 to Paris Windham Rd) – 20’ wide x approx. 26,928’ long with few potholes

ii. Smalley Rd (East of Paris Windham Rd to County Line Rd) – 19’ wide x approx. 26,400’ long with numerous potholes

iii. Snow Rd (South of Smalley Rd to Remalia Rd) – 20’ wide x approx. 3,696’ long with few potholes

iv. Remalia Rd (East of Paris Windham Rd to Snow Rd) – 20’ wide x approx. 6.864’ long with numerous potholes

v. Load Line 2 Rd (North of South Service Rd to Remalia Rd) – 20’ wide x approx. 6,336’ long with few potholes

vi. Paris Windham Rd (North of South Service Rd to Smalley Rd) – 20’ wide x approx. 15,838’ long with few potholes

C. Smalley Rd and Paris Windham Rd

a. Full Depth Pavement Repairs

i. Five areas on Smalley Rd totaling approx. 485 square yards

b. Partial Depth Repairs

i. Two areas on Paris Windham Rd totaling approx. 190 square yards. Remove 2” wearing course. Resurface with Item 448 2” asphalt surface course.

c. Leveling Depressions

i. Two areas on Paris Windham Rd totaling approx. 235 square yards

d. Striping

i. Repainting of edge and/or center lines is required at areas affected by the above repairs

OPTIONS

D. OPTION 1: Newton Falls Road (West of Route 80 to Road 1B)

a. Culvert Replacement

i. Replace 24” diameter x 50’ long culvert. Install half-height headwalls each end

b. Full Depth Pavement Repair

i. Two areas totaling 260 square yards

c. Patching - Leveling

i. Level and resurface approaches at box culvert (23 square yards)

E. OPTION 2: Parking Lots for Bldgs. 1067 and DPW/Post HQ

a. Crack Seal

i. Bldg. 1067 lot is approx. 45,000 square feet

ii. DPW/Post HQ lot is approx. 50,000 square feet

F. OPTION 3: Smalley Road (East of Paris Windham Rd to County Line Rd) - road is 19’ wide and approximately 12,144’ long

a. Chip Seal

b. Patching - Leveling

i. Level and resurface depressions over culvert located west of intersection with Snow Rd Bypass and at approaches to Snow Rd Bypass turn pad

c. Full Depth Repair

i. Perform grade adjustments and full depth pavement repair to smooth and level roadway at Track 21 (approx. 265 square yards)

G. OPTION 4: Butts-Kistler Road – road is 12’ wide and approx. 1,350’ long

a. Stone Resurfacing

i. Remove existing vegetation and perform linear grading to ensure subgrade drains away from centerline of the road

ii. Repair potholes with ODOT #304 as needed

iii. Install 6” compacted ODOT #304

H. OPTION 5: Ramsdell Road – road is 16’ wide and approx. 2,268’ long

a. Culvert Replacement

i. Replace 40’ long x 18” diameter CMP culvert. Install half-height headwalls each end

ii. Add rip rap at outlet to fill scour hole

b. Leveling and Overlay

i. Mill as required to match grade at concrete turn pads that are located at each end of the work area.

ii. Install 1.5” Type 1 Intermediate Leveling Course

iii. Install 1.5” Asphalt Surface Course

I. OPTION 6: Route 225 Gate Entrance – area is approx. 56,500 square feet

a. Full Depth Pavement Repair at concrete/grass islands

i. Remove two concrete islands (each approx. 250 square feet)

ii. Remove two grass islands (each approx. 2,050 square feet)

iii. Install 6” ODOT 304 Base

iv. Install 6” Asphalt Concrete Base

v. Install 1.5” Type 1 Intermediate Course

vi. Install 1.5” Type 1 Asphalt Surface Course

b. Resurfacing

i. Mill 3”

ii. Install 1.5” Type 1 Intermediate Course

iii. Install 1.5” Asphalt Surface Course 5 - General Requirements Examination of Contract Documents and Site:

Before submitting a Proposal, Contractor must: (a) examine Contract Documents thoroughly; (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress of performance of the Work; (c) familiarize himself with federal, state, and local ordinances, rules and regulations that may in any manner effect cost, progress or performance of the Work; and (d) study and carefully correlate Contractor’s observations with the Proposal Documents. Request clarification via means of an RFI prior to submitting a proposal.

Each bidder is responsible for verifying all road measurements prior to bid submittal.

Field Inspection Visit:

1. Contractor shall thoroughly examine Contract Documents and shall thoroughly acquaint himself with the site and with the field conditions affecting the work.

2. The Contractor shall take his own measurements and be responsible for the same.

3. The Contractor shall verify conditions on the job so that all work will be properly coordinated.

Requests for Information (RFIs):

Immediately on discovery of the need for information/interpretation of the Contract Documents, and if not possible to request interpretation at Project Meeting, prepare and submit a RFI. Allow 10 (ten) working days for Governments Response.

Environmental:

The Contractor is required to follow Camp Ravenna’s Environmental Guidelines and to use Camp Ravenna’s Waste Management Guidelines (See Attachment 1). For all vertical projects include Asbestos Management Plan. All storm drains in the area, and adjacent to the area shall have filtration/protection to prevent infiltration of dirt/debris into the storm drainage system.

Work Scheduling:

Normal base work hours for the Contractor will be between the hours of 7:00 am through 4:30 pm, excluding Saturdays, Sundays, and State Holidays. The normal work hours for National Guard personnel are 7:00 am to 4:30 pm, Monday through Friday. If the Contractor desires to work during periods other than above, Contractor must notify the Project Manager 5 working days in advance of Contractors intention to work during other periods to allow assignment of additional inspection forces and for notification of fire, security and safety. When the Project Manager determines that they are reasonable, Project Manager may authorize the Contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the Contractor, the actual cost of the inspection, at overtime rates, will be charged to the Contractor and will be deducted from the final payment of the Contract amount.

The following Federal/State legal Holidays are observed by this site:

1. New Year’s Day – 1 January

2. Martin Luther’s King’s Birthday – Third Monday of January

3. President’s Day – Third Monday of February

4. Memorial Day – Last Monday of May

5. Juneteenth – 19 June

6. Independence Day – 4 July

7. Labor Day – First Monday in September

8. Columbus Day – Second Monday in October

9. Veteran’s day – 12 November

10. Thanksgiving Day – Fourth Thursday in November

11. Christmas Day – 25 December Note: Any of the above Holidays falling on a Saturday will be observed the preceding Friday, holidays falling on a Sunday will be observed on the following Monday.

Prior to commencing work on the job initially, resumption of work after prolonged interruption (7 calendar days or more) commencement of any warranty work, and upon completion of warranty work, the Contractor must notify the Project Manager. Notification should be by personal contact; however, advance notification may be by telephone, or in writing, and should be accomplished sufficiently in advance to allow scheduling of inspection forces. The above precautions are to ensure construction inspection and recording of work proceedings.

Unauthorized Personnel:

The Contractor shall inform all personnel (including subcontractor and visiting supplier personnel) that access to areas outside of the immediate work area excluding, direct haul and access routes, and point of supply and storage, is prohibited. Circulation of said personnel will be limited to official business only.

Method of Carrying on the work:

All work under the Contract shall be arranged and carried on in such a manner as to complete work in the least possible time.

Activities in the vicinity of this Project may be kept in full or partial operation during construction. The Contractor shall coordinate with the Project Manager and schedule construction activities.

Misplaced Materials:

Any material that is deposited elsewhere than areas designated as approved by the Project Manager shall be rehandled and deposited where directed. No payment will be made for rehandling such material.

Inspections and Tests:

Inspections and tests are for the sole benefit of the Government and shall not relieve the Contractor of the responsibility of providing quality control measures to ensure that the work strictly complies with the Contract Requirements. No inspection or test by the Government shall be construed as constituting or implying acceptance.

Quality Control/Tests:

Where work is required to be in conformity with Standard Specifications of the American Society for Testing Materials (ASTM), or with State/Federal Specifications or with specifications of well-known recognized technical and trade organizations, but no tests are specifically stipulated in connection herewith, the Contractor shall furnish and pay for any tests or certification required by the Project Manager to show that the proposed materials meet with the applicable requirements.

The Contractor shall submit a written certification from any recognized testing agency, adequately equipped and competent to perform such services, that the material or equipment has been tested and conforms to the standards, including the methods of testing used.

Wherever testing or analysis of material is required, such testing unless otherwise noted will be made at the Contractor’s expense.

Tests shall be made in accordance with the specified testing procedures and/or methods and otherwise as required to provide compliance with all Contract requirements. Tests shall be made by independent, commercial testing laboratories approved in writing by the Project Manager.

Results of all tests shall be recorded on certified test reports of the commercial testing laboratories. Reports shall include a statement that the materials tested do or do not meet the requirements of the Contract Documents. Two copies of all reports shall be forwarded directly to the Project Manager for approval within 5 days of the actual performance of the test. The testing agency shall notify (verbally) the Project Manager of any tests, which indicated failure to meet the Contract requirements.

Any item, for which test reports show failure to meet all Contract requirements, shall be retested as often as required to show full compliance with Contract requirements, at the Contractor’s expense.

Contractor will provide an emergencies plan, with names of personnel to accomplish the repairs in the event of utility and/or communications emergencies.

Site Cleanup:

The Contractor shall maintain the construction site in as clean and orderly condition as possible. All refuse and/or salvage material shall be gathered and disposed of periodically to maintain the site in this condition. All roadways, and roadway areas within the work area, or used by the Contractor, shall be kept free of construction debris, and associated mud, dirt, sand, or gravel that may be tracked from the construction work area by cleaning daily to ensure safe operation of vehicles. The method of cleaning and equipment employed shall be subject to the approval of the Project Manager.

Dewatering techniques are a Contractor’s option; however, the Project Manager shall approve the method prior to start of work.

Following completion of the work, the Contractor shall clean the entire area from any debris and/or excess of misplaced material due to the Contractor’s operation and obtain the Project Manager’s approval of this finished work.

Refuse and Salvage Materials:

All refuse, debris, and construction waste shall be legally disposed of off Post at the Contractor’s expense. Accumulations of refuse on the site will not be permitted.

All salvage property removed and not reinstalled under this Contract shall be returned to the Government at a place on base designated by the Project Manager or properly disposed of when directed by the Government.

Nonhazardous solid waste must be directed to recycling, through appropriate means available to the Contractor, if such diversion is less than or equal to the equivalent cost of landfill or incineration.

Prior to Contract closeout the Contractor must supply a report, including the following:

1. Amount (in tons) of nonhazardous solid waste, including construction and demolition debris, that is composted, mulched, recycled, reused, donated or otherwise diverted from a disposal facility.

2. Amount (in tons) of solid waste (including construction and demolition debris) transferred to a disposal facility (landfill).

Storage:

No secure storage space will be provided by the Government. The Government will not be responsible for property belonging to, or under the present control of the Contractor. The Project Manager will designate an unsecured, open area for storage of construction equipment and materials during the period covered by this Contract.

The Contractor shall construct such temporary sheds, as may be required, for the use of workmen and as required for tool cribs and storage of all work under this Contract. Temporary sheds shall be confined to the space assigned by the Project Manager. Sheds shall be of approved construction; wood floors, lighting and heat shall be provided in all parts used by workmen. Exterior of sheds shall be painted, all parts maintained in good condition throughout the life of the Contract, and at completion, all parts shall be removed and the premises cleaned up.

Temporary Field Offices:

As soon as practicable after award of Contract, and until completion of the work, Contractor shall provide, maintain and later remove suitable temporary office(s). All field offices shall be in good repair, painted on the exterior, provided with adequate heating and lighting and be maintained in a clean and sanitary condition at all times.

The Contractor shall provide temporary office space for exclusive use of the Government inspectors, to include contracted inspectors. This office shall include, as a minimum, two desks, two suitable chairs, access to a phone line and separate high speed internet connection.

The Contractor is reminded that smoking in buildings on a government facility is prohibited. A smoking area for employees, away from the main entrance of a building must be provided.

Temporary Toilet Facilities:

The Contractor must provide all temporary toilet facilities. The temporary toilet facilities shall meet the requirements of health authorities having jurisdiction and shall be always kept clean and in a sanitary condition.

Utilities:

The Government operated utilities will not be furnished to the Contractor(to the contractor) without charge where existing outlets are available. The Contractor is responsible for installing temporary service outlets, as necessary. Any expense incurred to gain access to these utilities (temporary tap-ins, etc.) shall be the responsibility of the Contractor and all utilities shall be returned to their original configurations at the end of the contracts. No alterations to existing utilities shall be accomplished without the written permission of the Project Manager.

The Contractor’s progress schedule shall include a preliminary listing of all proposed shutdown dates. Every effort shall be made to ensure that shutdowns are as brief and limited to the maximum extent possible.

Permits:

Contractor is required to pay for and secure all permits required for the project before proceeding with any work.

Damages, Repairs:

All damages by the Contractor’s operations shall be repaired, or replaced at the Contractor’s expense, as directed by the Project Manager. Any Government property, materials or operations damaged due to the Contractors actions shall be restored at no additional expense to the Government.

All existing sidewalks, curbs, fencing, and pavement disturbed, broken or removed or otherwise damaged by the Contractor during performance of the work under this Contract shall be replaced by the Contractor at the Contractor’s own expense. Replaced sidewalks, curbs and pavements shall be smooth, shall blend into the existing work, and shall not present depressions or humps.

Maintenance of Traffic and Safety:

Where possible, construction work shall not interfere with the normal operations of traffic, particularly emergency vehicles and equipment. The contractor is responsible for safety on the Project Site.

The Contractor shall use only established haul routes. When materials are transported, vehicles shall not be loaded beyond the loading limit established by Federal, State, or Local Law or regulation. When it is necessary to cross curbing or sidewalks, protection against damage shall be provided by the Contractor.

The Contractor shall provide for the free and unobstructed movement of Military vehicles with respect to all operations and the operations of subcontractors.

With respect to the Contractor’s own operations, and those of all the Contractor’s subcontractor, the Contractor shall provide marking, lighting, and other acceptable means of identifying personnel, equipment, vehicles, storage areas, and any work or condition that may be hazardous to the operation of military vehicles, fire-rescue equipment, or maintenance vehicles at the Post.

The Contractor shall furnish, erect, and maintain weighted barricades, warning signs, and other traffic control devices as required to maintain traffic and ensure the safety of military vehicles in the areas around the Contractor’s equipment. The Contractor shall make an estimate of all labor, materials, equipment, and coincidental necessary for providing the maintenance of vehicular traffic.

Special Conditions:

Any Contractor’s equipment that causes or generates electromagnetic disturbances or interference shall be removed from service until properly repaired. The Project Manager may also require repositioning or removal of the equipment from the Post.

Hazardous Material Usage:

The Contractor shall establish hazardous material (HM) storage and distribution system when HM is to be used. The Contractor HM Identification Form will be provided to the Contractor at or prior to the Preconstruction.

The Contractor shall maintain Contractor HM Identification Form for HM on the jobsite for inspection/verification.

The Contractor shall establish HM storage and issue location that complies with Federal, State, and Local environmental regulations. Materials issued shall be tracked for quantities used. Unused materials shall be inventoried and removed from the installation prior to close out of the Contract or expiration date of the HM. Reports of material delivered, used and removed from the installation shall be submitted to the Project Manager monthly and prior to Contract Closeout.

The Contractor shall comply with all Federal, state and local environmental standards, including OSHA Hanscom and COE 385-1-1.

The Contractor shall accompany the Project Manager and the Installation Environmental Manager (EM) on Project closeout inspection to ensure all used and unused HM has been removed from the installation. This requirement shall not be a punch list item and must be accomplished prior to the Government accepting beneficial occupancy of the facility or construction item.

Any material suspected of being hazardous that is encountered during performance of a project shall immediately be brought to the attention of the Project Manager, at which time a determination will be made as to whether hazardous material testing shall be performed. If the Project Manager directs the Contractor to perform tests and/or the material is found to be of a hazardous nature requiring additional protective measures, a modification may be required, subject to equitable adjustment under the terms of the contract.

Security Requirements:

The Contractor shall comply with all security regulations imposed by the base/post commander and/or agency occupying the space where work is to be performed. Any necessary security clearances shall be obtained prior to commencement of work.

The Contractor shall ensure that all parts of the facility where work is being performed are adequately protected against vandalism and theft.

See Section 7 – SECURITY REQUIREMENTS for additional information regarding security training requirements.

Work by Government:

The Government reserves the right to undertake performance by Government forces, for the same type or similar work as contracted herein, as the Government deems necessary or desirable, and to do so will not breach or otherwise violate this contract.

Regulations:

The Contractor shall comply with all applicable Federal, State, Local, DOD, National Guard Bureau, Army and Installation regulations pertaining to safety, traffic control, fire prevention, and Ravenna Environmental Requirements.

The Contractor, employees, and subcontractors are subject to, and shall abide by and comply with all relevant statutes, ordinances, laws and regulations of the United States (including Executive Orders of the President) and any State (or other public authority now or hereafter in force). The Contractor agrees to observe and comply with all applicable State and Federal requirements regarding social security, workman’s compensation, unemployment insurance and any other matters concerning employment applicable to the performance of this Contract or rules, regulations, directions and order not inconsistent herewith as may from time to time be issued by the Government. The unilateral act of any governmental body against any employee of the Contractor for the violation of a State or Federal law or regulation shall not excuse the Contractor from full compliance with the terms and conditions of this Contract.

The Contractor, employees, and subcontractors shall become familiar with and obey the regulations of the installation including fire, traffic, safety environmental and security regulations while on the military installation. Those driving motor vehicles shall observe and obey all speed limits posted throughout the installation. Personnel should not enter restricted areas unless required to do so and only upon prior approval. All Contractor and subcontractor employees shall carry proper personal identification with them at all times.

Contractor’s equipment shall be conspicuously marked for identification and parked or placed within approved areas only, out of the way of driveways, emergency access roads, and traffic. The Contractor shall ensure that the facility where work is being performed is adequately protected. The Contractor shall comply with all security regulations imposed by the base/post commander against vandalism and theft.

Safety Precautions and Programs:

OSHA Requirements:

The Contractor shall perform all work in the contract with due regard to the safety and health of the employees and of the public. The Contractor shall comply with 29 CFR 1926, Safety and Health Regulations for Construction, administered by the Federal Occupational Safety and Health Administration (OSHA) regarding the safety and protection of persons employed in construction and demolition work.

The Contractor shall develop and submit to the OHANG a project specific Health and Safety Plan covering all aspects of demolition and construction operations proposed by the Contractor for this project. Said project specific Health and Safety Plan shall address all aspects of 29 CFR 1926 as related to the Contractor’s proposed operations.

Provide adequate barricades, railings, overhead protection, safety nets, etc., to safeguard the public and workman from debris. Provide proper signs and written notification to all personnel and property owners in immediate and surrounding affected areas, notifying them of duration of construction operations.

Sidewalks and paths shall be protected, free of obstructions and maintained in a safe and satisfactory condition.

The Contractor shall provide, erect and maintain barricades, warning signs, flags, lights, as may be necessary to protect the work and safeguard the workman and the general public. All such protection shall comply with the requirements of the proper authorities having jurisdiction.

6 - Reference Standards This RFP references published standards, the titles of which can be found in the Unified Master Reference List (UMRL) on the Whole Building Design Guide at the Unified Facilities Guide Specification (UFGS) Website. The publications referenced form a part of this specification to the extent referenced.

The advisory provisions of all codes, requirements, and standards are mandatory; substitute words such as “must” or “required” for words such as “shall,” “should,” “may,” or “recommended,” wherever they appear. The results of these wording substitutions incorporate these codes and standard statements as requirements. Reference to the “authority having jurisdiction” is interpreted to mean Contracting Authority or Contracting Authorities Representative. Comply with the required and advisory portions of the current edition of the standard at the time of contract solicitation.

The design and construction must be in accordance with established construction practices, and the latest revision/edition of the following referenced codes and standards. The term “Latest Revision/Edition” is defined as the version as of the project award date. References are available at www.wbdg.org/ndbm/. The advisory provisions of all codes and standards are mandatory, as though the word “must” had been substituted for “should” wherever it appears.

Reference to the “authority having jurisdiction” is to be construed to mean “Contracting Authority”. Comply with the required and advisory portions of the current edition of the standard at the time of the award.

Provide work in compliance with the following design standards and codes, as a minimum. Government standards listed in this RFP take precedence over industry standards. The following list of codes and standards is not comprehensive and is augmented by other codes and standards referenced and cross-referenced in the RFP.

1. OHARNG Environmental Procedures (Attachment 1)

2. UFC 3-201-01 Civil Engineering

3. UFC 3-210-10 Low Impact Development

4. Ohio Department of Transportation Construction and Material Specifications 2019 Edition

5. ODOT Standard Construction Drawings

7 – SECURITY REQUIREMENTS

A. The CONTRACTOR shall ensure all personnel complete AT Level I Training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility, or area. All contractor and subcontractor employees that require access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten .mil.

B. The CONTRACTOR shall ensure all personnel complete the Defense Security Service (DSS) computer-based course, OPSEC Awareness for Military Members, DoD Employees and Contractors (GS130.16) training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility, or area. All contractor and subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete OPSEC awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or to the contracting officer, if a COR is not assigned, within 30 calendar days after completion of the training by all employees and subcontractor personnel. OPSEC Awareness for Military Members, DoD Employees and Contractors (GS130.16) can be accessed at: https://securityawareness.usalearning.gov/opsec/index.htm.

8 - Site VISIT A MANDATORY site visit will be held at Building 1068, 8451 SR 5 Ravenna, Ohio, 44266. Date and time of this site visit will be posted on SAM.gov.

9 - Point of Contact Questions concerning the specifications should be directed to Corey Kuhn at 614-336-6574, or via email at corey.j.kuhn2.ctr@army.mil or to MSG Brian Persing at 614-336-6795, or via email at brian.w.persing.mil@army.mil, Monday through Friday, between 7:30 a.m. and 4:00 p.m.

10 - PERFORMANCES

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.

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. 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.

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.

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

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.

END OF SECTION

Attachment 1

Environmental Procedures 3 April 2024

Attachment 2

Construction Details

Typical Full Depth Pavement

Attachment 3

Site Plans image2.png image1.png