SOW_Guard_booths.docx

Attachment 1 Page 1 of 5 As Of 13 Nov 02

STATEMENT OF WORK

McLaughlin ANGB, Charleston, WV Install New Guard Booths And Swing Arm Barriers at Base Entrance

1. SCOPE: This project consists of removing the existing guard booths at the Main Base entrance and replacing them with new booths, and installing two swing arm barriers at each entrance lane. The work is to take place at Mclaughlin Air National Guard Base.

2. LOCATION: McLaughlin Air National Guard, 1679 Coonskin Drive, Charleston, West Virginia, 25311-5000.

3. WORK TO BE ACCOMPLISHED: The work to be performed includes the following principal features:

A. Special Notes -

1) The base is occupied 24 hrs, and therefore when needed, traffic control will be necessary and provided by the Contractor. Normal base duty hours are from 07:30hrs to 16:00hrs. The Contractor must submit a request through the Base Civil Engineer for escort services to work outside of these hours.

2) All debris shall be removed from base. No materials may be left on the work site that may be blown by wind and damage to government property.

3) Welding and burning operations are anticipated on this project. The Contractor shall contact the Base Fire Department at 341-6220 to receive the Burning and Welding Permit prior to starting any operations that produce a spark or flame such as burning, welding, grinding, cutting or drilling.

4) In case an emergency shall arise, the base fire department shall respond to the scene. You may activate by calling 911 on any base phone. (note: If using a cell phone please call: 304-341-6117)

5) The West Virginia Department of Transportation Division of Highways, Standard Specifications Roads and Bridges, adopted 2000, as amended by West Virginia Department of Transportation, Division of highways and Supplemental Specifications, (current addition), the Contract Documents and the Contract Plans, are the governing provisions applicable to this project.

6) The work will be taking place at the main base entrance which is in operation 24/7. At times under the direction of the Security Forces on duty, work may have to be temporarily halted during periods of heavy traffic during morning rush hour and lunch periods. The Contractor shall insure caution signs are installed to warn oncoming traffic of the construction in the area.

B. Waste Disposal and Site Clean Up -

1) All debris shall be cleaned up daily. The Contractor shall sweep all loose debris including gravel, sands that may become blown by wind.

2) The Contractor shall dispose of all metal, wood, plastics, insulation, packaging and/or other demolition or construction debris at an off Base location in compliance with State and Federal regulatory guidelines.

3) The Base Civil Engineer may approve the disposal of recyclable debris in the Base Recycle Bins. The location of these bins shall be noted to the onsite Superintendent at the start of the first work day. The Contractor shall be responsible for the segregation of materials and placement in the proper bins.

4) Soils, rock, stone, pavement, and concrete shall be removed from base for disposal. Any stockpiled material shall be enclosed with an erosion control device, such as erosion eels, to the satisfaction of the BCE.

5) Prior to final acceptance the Contractor shall perform a final cleanup where all debris and waste materials from construction activities including packaging and/or surplus materials shall be cleaned-up and removed from the Base and the site returned to pre-construction conditions. If needed the contractor may contact base civil engineering at the close of business, and request the truck sweeper for clean-up.

C. New Work –

1) New Booths. The Contractor shall disconnect all communication and electrical wiring from each of the two (2) existing guard booths for reconnection to the new booths. The Contractor shall also re-wire and install the existing EPO final denial barrier red button in each booth and insure it properly functions. The Contractor shall be responsible for removing and returning the old booths back to the Government.

The new booths shall include the following principle features:

a. Manufacturer “Austin Mohawk and Company, LLC” part # STB46H1HPB 4’-6” X 6’-0” Custom Steel Building.

b. 100” nominal outside height. Interior dimensions from flr to ceiling shall be 90”

c. Wall Panels: Wall panels shall provide UL 752 Level 8 bullet resistant protection exterior face, 3” depending on wall thickness, Rigid board polyisocyanurate insulation (3”-R-18), and a 18 GA interior face. Panels shall be galvanized and shall be MIG welded into place.

d. Ceiling: Interior ceiling shall be providing smooth flat interior, constructed from 20 GA, prefinished white steel with insulation above. Roof: Standing seam hip roof Shall be constructed using 18 ga. galvanized frame with 24 ga. Interlocking pan Sections. Color to be determined from manufacturers color selection.

e. Finish: Surfaces shall be painted using an epoxy/urethane prime to paint system designed to pass salt spray and freeze thaw testing. The interior finish shall be same color as exterior.

f. Windows: Fixed Windows shall provide UL 752 Level 8 bullet resistant protection clear glazing. Glass shall be framed to building using steel/aluminum framing system with no exterior exposed fasteners.

g. Door: Sliding door shall provide UL 752 Level 8 bullet resistant protection, steel frame, top hung style with an overhead track and heavy duty ball bearing steel tires with steel hub. Door shall be supplied with mortise hook bolt lockset and removable core type cylinder compatible with Best core exterior and interior push lock button, heavy duty handle and aluminum threshold. 2 FOOT CLEARANCE WITH DOOR.

h. Electrical: Electrical shall be wired according to the NEC. Load center shall be a 125 amp, Main Lug type, 120/240 volt unit with 6/12 circuit’s. Wiring shall be within Surface mounted EMT conduit, and included shall be (1) GFI protected 20 A duplex Receptacle.

j. Lighting: Interior lighting shall be (1) 48” T-8 dual bulb fluorescent task light located over counter and shall be controlled by double wall switch (one side dead).

k. Heat: Heating will be (1) wall mounted electric fan force operation heater; 1500w /5120 BTU each with thermostat in an enamel coated 20 GA steel cabinet.

l. HVAC: Air Conditioner shall be a thru-wall unit, 7500 cooling BTU, 3850 Electric heating BTU, 115V, 24 hour timer, remote controlled, auto air sweep swing louvers, 2- speed fan for cooling, heating of fan-only setting, 4-way air flow control and auto Restart saves settings if power is interrupted. Bullet resistant shroud.

m. Counter: Shall be Full width by 18-24” deep by ¾” stainless steel work space counter supplied with counter top drop wire grommets. Drawer, storage, lockable provides convenient, secure storage for work materials. Attaches to underside of counter. Ball bearing rollers for smooth operation. Drawer is 17 ¼”w x20”d x6-5/8” h and made from 18 gauge steel. Keyed lock provided.

2) Swing Arm Barriers. The Contractor shall install two swing arm barriers at the approximate locations as depicted on the project site plan. Acceptable Manufacturers are HySecurity, product StrongArmPark DC 14 or equal. The swing arm barriers shall be configured to operate with a remote control AND manual operation at the unit. The Contractor shall provide rigid exterior electrical conduit, separate circuit breaker, and wiring, from guard booth breaker panel for power to the new swing arm barriers. See plans and details on project drawings. All safety mechanisms and sensors for the barriers shall be installed as per manufacturers’ instructions.

3) The Contractor shall not proceed with any excavation work until receiving a Completed/approved AF Form 103 Excavation Digging Permit from 130th Civil Engineer. Notification compliance with the requirements of MISS-UTILITY of West Virginia is the responsibility of the contractor. The contractor shall provide the Project Inspector with the MISS-UTILITY confirmation number, date and time of contact as soon as the contact is made. Base Civil Engineering shall mark all Government owned utilities and issue the approved AF Form 103

All excavations shall be limited to the areas and depths as shown on the project drawings unless approved by the Base Civil Engineer.

4. TIME FOR COMPLETION: The entire work shall be accomplished within 60 days after date of receipt of notice of award contract.

5. TOUR OF THE JOB SITE: Refer to solicitation for date and time of Pre-bid meeting. Tours of job site will be conducted immediately following. Telephone: (304) 341-6232. Normal duty hours are 7:00 a.m. to 3:30 p.m. Monday through Friday.

6. PERFORMANCE:

a. Submission of a bid by a Contractor shall be accepted as prima-facie evidence that he has examined the specifications and has satisfied himself as to the nature and location of the work and all other matters which can in any way effect the work or cost thereof under this contract. Any failure of the Contractor to acquaint himself with all available information, including a physical survey of the site of the proposed work, will not relieve him from successfully performing all the work required for a complete finished job.

b. The above brief outline of principal features of the work in no way limits the responsibility of the Contractor to perform all work and furnish all plant, labor, and materials required by the specifications and plans referred to herein.

c. Installation, workmanship, and all materials shall be guaranteed in writing by the Contractor to be free from defect under normal use for a period of at least one year. All repairs by the Contractor shall be performed at no expense to the Government.

d. Material submittals shall be accomplished in accordance with instructions pertaining to AF Form 3000, “Material Approval Submittal”. Contractor is to submit all shop drawings and material submittals for this contract within ten (10) calendar days of issue of the Notice to Proceed, or as directed by the Contracting Officer, to the Contracting Officer Representative. See “Statement of Work Attachment 1” for the schedule of submittals. All submittals shall consist of one completed AF Form 3000 and four copies of material specifications and Material Safety Data Sheets MSDS”. MSDS sheets for each material shall be provided to the base HAZMAT for approval before being brought onto McLaughin ANGB.

e. Contractor is to submit shop drawing in four copies to the Contracting Officer Representative. Two copies will be returned to the Contractor indicating approval or disapproval and the date of such action. The Contractor will not proceed with work that is detailed on shop drawings until the drawings are approved.

f. The contractor shall provide all safety equipment and instructions for use by his/her employees, and ensure that a copy is provided to the Contracting Officer Representative prior to commencing work.

g. Material Safety Data Sheets – A copy shall be submitted with the AF Form 3000 Material Approval Submittal form and the Contractor shall have a copy on display at the job site for all materials brought to and or stored at the job trailer, site office or at the site storage location. The Contractor shall ensure that copies have been provided to the Contracting Officer Representative prior to transporting any materials on to the Base.

h. All construction materials and chemical compounds shall be stored in the original container or properly marked containers and approved storage containers supplied by the Contractor. All hazardous or flammable compounds shall be stored in approved lockable storage boxes that shall be locked when not in the Contractors’ or his employee’s direct supervision. All surplus materials and or compounds shall be removed from the Base when work on the project is complete. All hazardous materials must have a hazmat approved sticker from hazmat office.

7. CMRA REPORTING REQUIREMENT:

CONTRACTOR MANPOWER REPORTING APPLICATION (CMRA) – Contractors shall report their manpower usage at http://www.ecmra.mil/ using the appropriate portal (Army, Air Force, Navy, or All other DoD components) on that website. Reporting for this contract shall take place no later than 31 October 2019 after the completion of each fiscal year or part of a fiscal year for which such contract is active.

a. Reference: https://cmra.army.mil

b. Report at: https://www.ecmra.mil