WKVB082015 SOW.doc

REPAIR AIRFIELD PAVEMENTS

WKVB 082015

8 May 2008

STATEMENT OF WORK

LOCATION: Francis S. Gabreski Airport (ANG), 150 Riverhead Road, Westhampton Beach, New York 11978. Arrangements for entrance into the Base must be made by contacting Base Engineering at (631) 723-7440 between the hours of 7:00 a.m. and 4:00 p.m., Monday through Friday.

SCOPE: The work covered in this contract consists of furnishing all plant, labor, expertise, equipment, materials, facilities, transportation, and appliances necessary to perform operations in connection with the work described below. This work is illustrated on the specifications, plans and drawings that accompany, form an attachment to, and are integral to this Statement of Work. Additional details for this contract will be provided at the pre-bid conference. Any perceived differences between this Statement of Work and the attached plans and drawings are to be resolved by the Contracting Officer or designated representative. It is the intent of the government that the contractor is to provide a complete and useable facility. Any relevant details required for a complete and professionally installed facility that are omitted in the contract plans and specifications, and in the professional opinion of the contractor, should be made part of this project, shall be included in the base bid.

SUMMARY OF WORK: The contractor shall be responsible in providing all the technology, means, and methods in performing this work for the Government. Furthermore, the contractor shall fully adhere and comply with the approved Safety & Health and Environmental plans, this project’s specifications (where applicable), NFPA, and the NEC. All code compliance and requirements questions are to be coordinated with the Base Civil Engineer. Further, the contractor shall refer to the government’s cost estimate line items for quantities and unit of measure. The contractor shall perform the following work:

This Section is not all inclusive and is intended to describe only the general performance requirements of the Work described in these Contract Documents whether or not specifically or fully specified in this Specification Section.

1. The excavation, loading, transport and disposal of:

a.

Existing joint and crack sealant material.

b.

Concrete pavement materials.

c.

Small quantities of miscellaneous RCRA non-hazardous soil to offsite location(s). It is not expected that hazardous materials will be encountered during the work. However, should any such materials be encountered, the Contractor shall notify the Contracting Officer immediately. The Contractor will not be responsible for remediating or disposal of any waste materials.

2. The construction and installation of:

a.

Full depth replacement concrete pavement with tie bars and dowel reinforcement. Full depth repairs will be performed on full slabs and partial slabs.

b.

Installation of silicone joint sealant.

c. All work shall be in accordance with details shown on plans.

3.

The Work shall also include the provision and placement of:

a.

All fill materials required for the project.

b.

All necessary clearing and grubbing.

c.

The creation of a minimum of one set of concrete cylinders for each day of concrete placement and subsequent breaking at 7 and 28 days.

d.

The final grading and seeding of the Site in off-pavement areas disturbed during the work.

4.

GENERAL

a.

Contractor and all subcontractors and suppliers will be required to sign in and sign out at the Base front gate when entering or leaving the Base.

b.

The Contractor shall perform its Work in a manner that will minimize disturbances and interruptions to the operating Base.

c.

Contractor shall be aware that shift changes occur at the Base. Contractor shall make arrangements to avoid deliveries, shipments off-site, or any other activities at the front gates during the shift change periods.

d.

The ingress and egress of Base employees during shift changes will take precedence over Contractor’s Work, deliveries, and/or shipments resulting in potential delays in Contractor’s Work. These delays shall not be the subject of any claims against the Owner.

e.

Contractor shall utilize equipment that will not damage the surrounding areas of concrete. A tracked type excavator shall not be used to demo and remove concrete.

f.

This work will be performed in Security areas with access restrictions. The Contractor and his subcontractors will adhere to all Base Security Requirements and will not enter these Security Areas without proper authorization, escort and through the appropriate access gates. Further, some of the work will be performed on an active taxiway. Coordination with Airfield Manager and Air Traffic Control Tower will be required.

g.

Contractor shall prepare a FOD plan for Government review and approval prior to commencing work. The plan will aid in the prevention of injuries and damage to Base and Contractor personnel and facilities during construction.

h.

Contractor shall submit a construction site safety plan to the CO at least 14 days prior to the commencement of work. The plan shall be specific to the needs for safety at the Base during construction and shall incorporate site specific security and safety measures.

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CONTRACTOR USE OF PREMISES

a.

General: Limit use of the premises to construction activities in areas indicated; allow for Owner occupancy and use by the public. During the construction period the Contractor shall have full use of that part of the premises where the Work is located for construction operations, but limited use of the remainder of the site. The Contractor's use of that part of the premises where the Work is located is limited only by the Owner's right to perform construction operations with its own forces or to employ separate contractors on portions of the Project.

b.

Confine operations to areas within Contract limits indicated. Portions of the site beyond areas in which construction operations are indicated will be occupied by the Owner during the construction period and are not to be disturbed unless specific approval is obtained from the Owner for each instance.

c.

Do not use drives and roads for parking or storage of materials. Schedule deliveries to minimize use of drives and roads adjacent to Project Site.

d.

Do not enter existing buildings on the Base.

See Technical Specifications (attached)

6. SUBMITTALS

a. Provide submittals for joint sealant and concrete in accordance with sec 2520 and 02521.

b. Provide cylinder break results from certified lab at 7 and 28 days for each set of cylinders.

c. Copies of all tickets provided from concrete plant.

TABLE 1: Quantities

* Full-depth corner repairs are shown under branch A02B on table. The actual locations of the repairs may be in other branches.

GENERAL NOTES:

CODES & STANDARDS: All work performed under this contract shall be in accordance with Suffolk County Department of Health codes, the New York State (NYS) Fire Prevention and Building Code and USAF Heath and Safety standards as well as widely accepted industry standards, including but not limited to: American Institute of Architects, American Concrete Institute, American Institute of Electrical Engineers, American Institute of Steel Construction, American National Standards Institute, American Society of Heating, Refrigerating and Air-Conditioning Engineers, American Society of Mechanical Engineers, American Society of Testing Materials, National Bureau of Standards, National Electric Code, American Welding Society, Brick Institute of America, Building Officials and Code Administrators, Federal Aviation Administration, National Fire Protection Association, National Electric Code, Occupational Safety & Health Administration, Rubber Manufacturers Association, Underwriters Laboratories, and the New York DOT. standard specifications. Additionally, all requirements of the New York Department of Environmental Conservation must be satisfied in their entirety for any work performed or materials bought and/or placed under this contract. Failure to comply with any of the aforementioned codes and standards shall be considered as a failure to comply to contract specifications.

UTILITIES: Contractors shall coordinate with all local utilities having jurisdiction: Including but not limited to; Long Island Power Authority, Suffolk County Water Authority, local phone company, AT&T, Suffolk County Sewer Authority, and the Base Engineers Office.

CALL BEFORE YOU DIG: All contractors shall be responsible for "Call Before You Dig" for any excavations or penetrations into the ground. In addition, all contractors shall apply for a digging permit at the Base Engineer’s Office, for any excavations or penetrations into the ground. The contractor should expect a 7-day period from the date of the request to the issuance of a permit. No work shall begin without these permits.

MATERIALS: The materials shall conform to specifications, applicable industry codes and standards and the manufacturer's recommendations, which ever is more stringent. Certificates of compliance and Technical Data Sheets are required for all materials supplied.

SITE INSPECTION: The Contractor is required to acknowledge, at time of Bid Opening, that said contractor has inspected, and is fully cognizant of conditions at the site. No allowance or consideration will be given after award for any condition(s) which was (were) existing at the time of the site visit.

BASE ACCESS: The contractor shall provide a list of names and their job or trade, to the COR, at the Pre-Construction meeting. This list will be given to the Base Security Police to apply for temporary Base passes for those individuals. Access to the Base is limited to travel from the Main Gate to the job site or Base Engineers Office. All other areas are off limits. Violations of these security requirements will revoke any or all passes. The Government reserves the right to deny access to any person, with no consequence to the contract.

SAFETY: The Contractor shall conduct his operation in accordance with all Federal, State and Local regulations and/or standards pertinent to "Safe Practices". Base Safety personnel shall inspect the job site to insure safety standards are met. Base Safety, through the COR, shall issue warnings or stop work not in compliance. A safety plan must be submitted and approved prior to construction.

CLEAN UP: Clean up and remove debris generated by this contract to an approved off-base location. Two (2) copies of the receiving (tipping or dumping) tickets, with a cover letter from the Prime Contractor stating the full name and address of the location to which debris was taken shall be provided. The tickets shall identify whether the material was recycled or not and the method of recycling. The cover letter from the Prime Contractor shall certify that the materials disposal was in accordance with Federal, New York State and local environmental regulations and requirements.

GOVERNMENT RESOURCES: No Government resources shall be made available to the contractor, unless otherwise stated in this Statement of Work. The contractor shall provide for all necessary resources to provide a complete and usable facility or systems as described in the contract documents. The contractor shall not obligate Government resources in any manner. The Government shall seek remedy for any obligation or encumbrance imposed by the contractor’s actions. Government resources include, but are not limited to, government owned materials, equipment, tools, vehicles, personnel and facilities.