SOW_Test_Cell_Pad_Renov.doc

Attachment 1

As Of 13 Nov 02 Demolish and Reconstruct Existing Engine Test Cell

Concrete Pad

130th Airlift Wing (AMC)

1. SCOPE: The scope of this project consists of demolishing a portion of the concrete slab at the Engine Test Cell site, and reinstalling the slab back to it’s original layout. The work consists of a Concrete pad doweled into existing surrounding concrete, and a drainage trench through the center of the pad. Drainage from the pad shall empty into a new drop inlet, and be tied in to the existing storm lines that flow to the existing oil/water seperator near the site.

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

3. PROPOSED WORK: Includes, but not limited to, the following:

A. Preparations

1) The Contractor shall verify in the field the location of underground facilities, structures and utilities in the proposed area prior to construction. The locations of underground facilities, structures and utilities have been plotted based on surveys and records, and must be considered approximate. Call MISS Utility (1-800-245-4848) before you dig. West Virginia law requires 48 hours notice prior to digging.

2) The Contractor must coordinate and gain approval with the Base Civil Engineer prior to any disruption of traffic during construction.

3) The work will be conducted in close proximity of the Aircraft Parking Apron, and the Contractor will be required to be escorted while working. The ANG will provide the escort.

B. Work Scheduling

1) The Prime Contractor shall be responsible for scheduling all project work to include, demolition and installation of materials, and disposal of debris. Work is to be scheduled in such a manner and timing as not to interfere with the Unit’s Weekend Drill Training Schedule. This is to include having all work areas in full operation for the training weekends.

2) Weekend training schedules will be provided to the Primary Contractor and Sub-Contractors prior to the beginning of the project.

C. New Construction

1) The Contractor shall demolish a portion of the existing slab as shown on the project drawings, and reconstruct the slab back to its original design. The Contractor shall be responsible for confirming all dimensions of the existing slab before demolition begins. The Contractor shall saw cut a slab isolation joint around the existing slab area as shown before demolishing the existing slab to rubble. All demolished materials shall be hauled off base and disposed of according to EPA regulations.

2) The new work consists of installing a 4000 psi concrete pad 53 feet long by 25 feet wide and 10” in thickness, reinforced with #5 rebar @ 12” O.C. EW, and on a 6” stone base. The pad shall have a 2-inch deep by 4-inch wide trough (as shown on drawing) sloping to a 2 ft. x 2 ft. drainage inlet within the pad. The drainage inlet will be tied into the existing 6” PVC drain pipe. Anchor bolt tie-downs shall be installed in pad according to detail #3 diagram on the project drawings. The anchor bolts will be provided by the Government.

3) The new concrete pad shall be doweled in to the existing concrete pad with

1” diameter by 24” long dowels. The dowels will be placed 2 feet on center on 3 sides of the new slab. (See Site Plan and Detail #2.)

D. Waste Disposal and Site Clean Up

1) The Contractor shall dispose of all asphalt, concrete, 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.

2) 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.

4. TIME FOR COMPLETION: The entire work shall be accomplished within 30 days after date of receipt of notice of award contract.

5. TOUR OF THE JOB SITE: Tours may be arranged by contacting Base Civil Engineering, West Virginia Air National Guard, 1679 Coonskin Drive, Charleston, West Virginia 25311. Telephone: (304) 341-6232. Normal duty hours are 7:00 a.m. to 4:30 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 Contract Inspector. 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”.

e. Contractor is to submit shop drawing in four copies to the Contract Inspector. 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 this the Contract Inspector 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 Contract Inspector 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.

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

8. ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES:

The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes. A full copy of 130 AW Security Policies and Procedures (130 AW PAMPLET 31-601) is included in this contract.

9. ANTITERRORISM AWARENESS LEVEL I TRAINING (AT LEVEL 1)

The vendor is subject to completing Level I Antiterrorism Training (AT Level I). All contractor employees, to include subcontractor employees, requiring access to US Government installations, facilities and controlled access areas shall complete AT Level I training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. AT Level I may be accomplished by a Level I qualified instructor; completing the Force Protection computer-based training (CBT) course on the Advanced Distributed Learning System (ADLS), or Joint Knowledge Online at: http://jko.jten.mil . Tracking for each contractor or subcontractor employee is the responsibility of the COR or unit AT Representative.