Project Name: Repair Existing Hoists Base wide Project #: WKVB182102 13 December 2017 NY Air National Guard 106th Rescue Wing Francis S. Gabreski Airport (ANG) 150 Old Riverhead Road Westhampton Beach, N.Y. 11978-1201 1.1 GENERAL SCOPE OF WORK: The Contractor shall provide all engineering, supervision, labor, parts, equipment, tools and supplies required to complete the Repair of the existing Crane’s / Hoist’s in buildings 395, 424, 358, and 212. When completed all existing hoists will be operational and have fixed all deficiencies listed below. The contractor shall perform all work in compliance with all highest standards, rules, codes, regulations, guidance and laws having any relevance to the scope of the project. 1.2 PERIOD OF PERFORMANCE: The period of performance for this project is 59 days 1.3 CONTRACTOR REQUIREMENTS: 1.3.1
Qualifications: The Contractor awarded this project shall have a supervisor and/or foreman qualified and experienced in all project tasks required by this SOW. The supervisor and/or foreman will be on site at all times to oversee and supervise qualified experienced technicians in all phases of work. The Contractor shall submit similar project and personnel qualifications in writing to the CO for review and approval. If more than one supervisor/foreman is required for various phases or if the supervisor/foreman is to be replaced, the Contractor shall provide the necessary documentation for EACH supervisor/foreman required.
1.3.2
Contractor Base Access: The Contractor is responsible for ensuring proper documentation is received for personnel passes in time to avoid any delay in project start of performance. Any additional time required for obtaining badges and passes as required for access to the base will not necessarily be grounds for additional time granted to complete the project, if passes are delayed due to the Contractor. All traffic will enter through the Main Gate. Page 1 of 11
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All personnel working at the Base must be on the contractor request access sheet in excel format and submitted to the Base at least one week prior to requested visit date. All must pass the Security Forces screening process. The Government reserves the right to deny access to any person, with no consequence to the contract. All contractor personnel shall prominently display the visitor’s badge at all times while working on the installation. 1.3.3
OPSEC Requirements: To be discussed at Pre-Construction Meeting
1.3.4
Pre-construction Meeting: The Contractor shall be required to meet with the CO, BCE representative and other members as required prior to the commencement of any work in order to coordinate the project construction. Topics of discussion will include: Hours of work, lay-down and storage areas, work area limits, safety compliance, emergency notifications and any other topics deemed necessary by the CO or BCE representative.
1.3.5
Site Measurements: The Contractor shall perform a physical survey of the actual site to verify locations of existing objects and buildings, as well as existing power cables, communication cables, water and sanitary sewer line conditions prior to the start of construction. Also, the Contractor shall submit a list of items that will need to be moved to accommodate the construction work to the BCE and CO for review.
1.3.6
Standard Material & Workmanship: All materials and supplies shall be new and standard products regularly used for commercial construction of similar size, style and complexity. Workmanship shall be comparable to quality commercial construction, meet industry standards and comply with standards contained in this SOW. The CO and BCE representative shall review materials and inspect work for compliance with these standards. Low quality work will be rejected at the discretion of either the CO or BCE representative.
1.3.7
Material & Equipment Storage: The Contractor shall stockpile and place materials and equipment only in areas specifically approved by the BCE. All materials stored on base are at the risk of the Contractor and not the responsibility of the Government.
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1.3.8
Safety: The Contractor personnel shall work in a safe manner in accordance with Government and OSHA standards. Determination of what constitutes unsafe practices is at the discretion of Government personnel. Failure of the site supervisor to ensure Contractor personnel work safely and with the proper gear may require a stoppage of work and/or removal of the workers at no cost or delay charged to the Government. All Contractor personnel shall have appropriate clothing and PPE worn at all times. At a minimum, this includes wearing work pants and shirts, work boots and yellow or orange bright reflective safety vests. Loose fitting clothing and open toed shoes are not allowed on the work site. Additionally, some tasks require additional protection: i.e., safety glasses, hearing protection, masks, etc. that shall be required for certain tasks. Safety harnesses shall be required for workers performing elevated work. Contractor shall provide a site safety plan for review.
1.3.9
Accident Prevention: The Contractor shall comply with the following safety requirements while performing work under this contract:
1.3.9.1 106 RQW Property: Use diligent care not to damage the facility or government assets in the project area and 106RQW property while in performance of this contract. Damage caused by the Contractor will be repaired to pre-existing condition or better at no additional cost to the Government. 1.3.9.2 Work Area: The contractor shall maintain a clean and secured work area at all times. Free of trip hazards and debris generated by project actions and secured against accidental intrusions by non-project personnel. 1.3.9.3 Traffic Control Devices: The Contractor shall be responsible for signaling, lighting and barricading the immediate work area as determined by the BCE. 1.3.9.4 Vehicles: All vehicles operated by the Contactor will obey all traffic signs and laws while operating on the installation.
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1.3.9.5 Electrical extension cords: may be used on a temporary basis to provide power to tools and equipment. Do not overload extension cords. Any frayed or spliced extension cords are prohibited. Power supply will be the responsibility of the contractor. 1.3.9.6 Fire Prevention: The prevention of fire is imperative during construction projects. The Contractor is responsible for enforcing fire safety in his work area. The Contractor shall have serviceable fire extinguishers readily available at all times if necessary. Extinguishers shall be supplied by the Contractor. Any hot work will require a burn permit from the Fire Department. 1.3.9.6.1
Smoking is prohibited inside buildings and within 50 feet of flammable and combustible liquids. Smoking is permitted only in designated areas.
1.3.9.7 Utility Markout: Contractor shall thoroughly tone and markout all areas to be excavated greater than 4� to identify any possible obstructions to excavating throughout the project area. Most utilities on the installation are owned by the Government and may not be marked out by the local utility companies. 1.3.9.8 Connections to Water Distribution System: Contractor shall only connect to points approved by the BCE / ANG Rep using reduced pressure backflow prevention device. Certification that the reduced pressure backflow prevention device has a current inspection and is serviceable shall be provided to the BCE / ANG Rep. The connection point shall be in a highly visible location. 1.3.10 BARRICADES AND FENCING: The Contractor shall erect/maintain, as well as furnish the materials, equipment and labor to install temporary barricades to safeguard against non-project personnel accidental intrusions. The Contractor is required to provide all necessary barriers and temporary covering of exposed areas as well as furnish the materials, equipment and labor to enact such. The contractor is responsible to furnish and install silt fencing barricade systems around the work site and/or Base drainage structures as required.
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1.3.10.1 SANITARY FACILITIES: The Contractor shall provide temporary, field-type sanitary facilities for personnel working the project and the facilities provided must be new or in “like-new” condition and free of graffiti. Units are required to be serviced on a weekly basis, at a minimum; and all units shall be equipped with hand wash stations. 1.3.11 INSPECTION BY GOVERNMENT AGENTS: The CO or ANG BCE / his agents may inspect any work at any time. Inspections by the Government do not in any way absolve the contractor from their obligation to provide materials and construction free from defects and in accordance with the required specifications and quality. 1.3.12 PERMITS: All required Base and non-Base permitting is the responsibility of the Contractor, however before taking any steps or making contact with outside agencies the contractor shall meet and plan with the ANG BCE / his agents. 1.3.13 SUBMITTALS: The Contractor is required to provide a written description describing the methods, equipment and steps to be taken to complete this project. Also included in this plan will be the location and erections of barricades, fences and lay down areas. Additional submittals will be listed on a submittal register if required. 1.3.14 DISPOSALS: Disposal of all debris is the responsibility of the Contractor and the disposal shall be done in accordance with all applicable laws. Debris from the site shall be removed and transported in a manner that prevents spillage on streets and adjacent areas. The contractor shall submit waste/recycling manifests with descriptions of all rubbish/debris and recycled matter removed from the base, including weights and the final location of the rubbish/debris or recycled material. All dumpsters shall be fully covered and secured at the end of each work day while on Base. Extreme caution shall be taken to eliminate any source of Foreign Object Debris (FOD). 1.3.15 ENVIRONMENTAL PROTECTION: The Contractor shall comply with the following environmental requirements while performing work under this contract:
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In the event the Contractor brings any hazardous material on to the 106RQW, the Contractor shall notify ANG BCE and follow the following steps: Step 1: Provide a list of each material and quantity of material for all proposed Hazardous Material (HM) on the hazardous material identification work sheets at monthly interims. HM shall be construed to mean any item that is: - A health hazard or physical hazard - Regulated in its disposal by EPA - Hazardous as defined by DOT regulations - Covered under EPCRA (or federal, state or local) tracking requirement, the OSHA HAZCOM Standard, and all Class I and Class II Ozone Depleting Substances (ODS) Step 2: Provide a material safety data sheet (MSDS) for each item on the HM list. The contractor shall establish Hazardous Material (HM) storage and daily distribution system when HM is to be used. All HM required to support the contract shall be reported to the Hazardous Material Pharmacy Team (HMPT) using the Contractor HM Identification work sheet, listing in order of quantities used. The Contractor HM Identification work sheets will be provided to the Contractor at or prior to the Pre-Construction meeting. Additional HM needed by the Contractor shall be identified to the Contracting Officer's Representative (COR) for approval by the HMPT. The contractor planning to use HM for the work shall register with the base HMPT prior to start of work in order to support the installation’s compliance with Executive Order 12856, Federal Compliance with Right-to-Know Laws and Pollution Prevention Requirements, and AFI 32-7086. The Contractor shall maintain Contractor HM Identification work sheets for HM on the job site for inspection/verification. The COR will verify that the HM identified to HMP is the only HM in use on the job site. At closing the Contractor will complete part 2 of the Contractor Hazmat ID Worksheet to be submitted to the HMPT. The contractor shall accompany the Bio-environmental Engineer (BEE), The Contracting office representative (COR) and Environmental Page 6 of 11 106CES Project WKVB 182102
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representative (ENV) on the project close out inspection to ensure all used/unused HM is removed from the installation. 1.3.15.1 The Contractor shall be responsible for maintaining the work site to prevent the spread of contamination, provide for the safety of all individuals in the vicinity of the work site areas and prevent the release of any contaminants into the environment. Any tanks or drum containers used by the Contractor on the 106RQW to store hazardous materials including petroleum products shall be reviewed and approved by the base Environmental Manager prior to use. 1.3.15.2 The Contractor shall be responsible for the covering of open bodied vehicles transporting any material likely to create air pollution or become debris while on base. 1.3.15.3 All mud, dirt, debris, foreign objects, trash, or spills (including SubContractors and suppliers) on a street or parking lot, used as access to the work site or staging area shall be cleaned off the same day or as soon as practicable or requested by the CO. 1.3.15.4 The Contractor shall immediately report to the CO to discuss any issues or incidents which may indicate potential imminent risk to Government personnel or the environment. Following the notification, the Contractor shall be available to the CO for instructions regarding remediation of the release. Contractor should be aware of “you spill, you dig” policies related to working on 106RQW and be prepared to respond to a release caused by the Contractor’s personnel. To report a release or spill, contact the base Environmental Manager immediately. 1.3.15.5 ACCIDENTAL SPILLS: To report a release or spill, contact the CO and ANG BCE / his agents as soon as possible. Report the following: a. Your name, location, organization, and telephone number b. Name and address of the party responsible for the incident c. Date and time of the incident d. Location of the incident e. Source and cause of the release or spill f. Types of material(s) released or spilled g. Quantity of materials released or spilled h. Danger or threat posed by the release or spill Page 7 of 11 106CES Project WKVB 182102
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i. Number and types of injuries (if any) 1.3.16 CODES AND STANDARDS: All work performed under this contract shall be in compliance with all highest standards, rules, codes, regulations, guidance and laws having any relevance to the project such as, but not limited to; NYANG, USAF, NYDEC the New York State (NYS) Fire Prevention and Building Code and USAF Health 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, the New York DOT standard specifications and the New York Department of Environmental Conservation. 2
SECTION II – TECHNICAL REQUIREMENTS 2.1 SCOPE OF WORK
2.1.1
The following is a list of the major tasks included in this SOW:
Section 2.2.1 Site Investigation Section 2.2.2 Building 212 Hoist # 4 The contractor shall remove and replace defective discs, pendent cord and pendent as well as install thirty two (32) missing ¾” beveled washers on monorail “W” beam. Hoist #5 The contractor shall install thirty two (32) missing ¾” beveled washers on monorail “W” beam.
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Hoist #9 The contractor shall remove and replace defective load chain and install a new chain container bracket. In addition the contractor shall install a new anti-collision device and replace the cracked pendent. The contractor shall also replace the defective CM 635 trolley wheels with a new trolley. Hoist #10 The contractor shall remove and replace the defective load chain, damaged motor cover. The contractor shall also replace the defective CM trolley wheels with a new trolley and tighten and lock tight all gantry hardware.
Building 358 (Hangar B) Hoist #6 The contractor shall install new locking hardware on ALL structural suspension rods and replace the defective “C” track and festoon trolleys on the bridge and runway. The contractor shall also repair and replace exposed wiring in the junction box. Building 395
Hoist #1 The contractor shall replace the existing defective brake cup and brake spring as well as the defective gorbel festoon trolley car and S-2000 splice locking hardware. The contractor shall also correct improper chain revving and the exposed wiring in the hoist pin connector. Hoist #2 The contractor shall replace the existing defective brake coil and cup assembly as well as correct the chain revving and improper hardware on the gorbel rail. Hoist #3 The contractor shall replace approximately 30 linear feet of defective “C” track and trolley cars.
Building 424
Hoist #11 The contractor shall tighten and lock tight ALL structure hardware.
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EXPANDED DESCRIPTION OF SCOPE OF WORK 2.1.2
2.1.3
Site Investigation: All dimensions within this scope of work and on any attachments are estimates. The Contractor shall field verify all measurements and configurations prior to start of work. If the site is insufficient in any way, mitigation of these deficiencies shall be included in the Contractor’s proposal. Site Cleanup: The Contractor is responsible for any cleanup and repair required to restore site to preconstruction condition or any improved conditions called for in this SOW. Additionally, the site must be clear of all debris at the end of each working day.
2.2 SUBMITTALS: All materials and articles requiring approval shall be submitted by the Contractor using the AF Form 3000. Any material used without or before Government approval is subject to removal, at no additional cost to the Government. The Contractor shall submit material samples, design drawings, and related calculations to the CO for approval a minimum of 10 calendar days prior to procurement and placement of that particular material and construction respectively. This is to preclude approval of a completed design package preceding any construction placement thereby completing delivery orders expeditiously. Upon review by the Government, the submittal along with any comments will be returned to the Contractor within 10 calendar days. If required, the Contractor shall modify the submittal per Government’s comments and resubmit within 5 calendar days. Upon final approval, the Contractor shall commence with the procurement and construction accordingly. The Contractor shall submit the following to the Government for review and approval prior to performing the associated work: 2.2.1
For projects that exceed 59 days, an AF Form 3064, Progress Schedule, that includes milestones detailing various stages of construction and phasing, lead time of new materials and installation. Weekly updates shall be provided to CO. This schedule must be submitted before any work begins.
2.2.2
The Contractor shall submit, before final payment, a complete set of As-built drawings including but not limited to: site layout and construction details, civil, mechanical, electrical and architectural drawings. Page 10 of 11
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2.2.3
Notification of any Government property the Contractor plans to move or relocate. The Government may elect to move these items in lieu of the Contractor.
2.2.4
Product Data Sheets. All products being submitted for approval should include a technical data sheet. In the submittal it must be clear which product will be used if more than one product is shown on the page. Do NOT submit entire photocopied catalog unless every page is relevant to the product being considered. The Government may require physical material samples of some items at no additional cost to the Government.
----End of Statement of Work----
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