2010 SOW Demo CREDIT UNION revised.doc

FA4625-10-R-0007

Attachment 1

FA4625-10-R-0007

Attachment 1

STATEMENT OF WORK

DEMOLITION OF CREDIT UNION

AND BUILDING 15000 (637)

PROJECT YWHG 100001

(revised 14 May 2010)

1. The Contractor shall provide all tools, equipment, transportation, supervision and materials to demolish the Credit Union on Whiteman Air Force Base (AFB), Missouri. The period of performance shall be 90 days from date of Notice to Proceed.

A. The Credit Union is a wood/concrete block and metal framed one story building setting on a full concrete basement with metal wood and brick siding, there is a wood framed with metal siding detached garage on concrete slab foundation included in this demo project. All building materials, all interior and exterior concrete slabs, basement walls, concrete sidewalks, brick planters, and asphalt/ concrete drives that service this facility will be removed.

B. All construction shall be accomplished in accordance with Whiteman AFB safety regulations, Federal or State asbestos regulations, OSHA regulations and local codes.

1. The Contractor shall be responsible to process an AF Form 103, Work Clearance Request, for all work, such as digging, that may interfere with the normal flow of traffic or disrupt utilities. The Contractor shall have a completed/approved AF Form 103 request prior to starting such work.

2. The Contractor shall secure the demolition site with temporary security fencing during demolition, prior to back-fill completion. The Contractor shall fully cooperate with any other contractors and Government employees who shall require access to any or all parts of the demolition site to accomplish their work.

C. The Contractor shall be responsible to process an AF Form 103, Work Clearance Request, for all work, such as digging, that may interfere with the normal flow of traffic or disrupt utilities. The Contractor shall have a completed/approved AF Form 103 request prior to starting such work. In addition to before mentioned demolition work, required is the pumping and removal of a septic tank and surrounding two foot of soil (see attached drawing). It is estimated that the size of the septic tank is 1,000 gallons to 1,500 gallons. All sewage material will be deposed of in an approved waste water treatment plant and all other material in an approved landfill. Leach field will be left or abandoned in place. This facility also has a water well that shall be plugged below finish grade in accordance with Missouri code of state regulations 10 CSR 23-3.110, (Plugging of wells) Contractor shall provide all copies of all regulatory reports, forms and correspondence to the government (Whiteman AFB). The pump house will be removed and backfilled and graded to match that of the surrounding area. The Square footage of these two facilities is approximately 8,200 SF. of Main Building and 800 SF of garage area with approximately 39000 SF of asphalt, concrete may be present under asphalt driveways and parking areas ranging from 4-8 inches in depth.

D. If any suspected hazardous material is detected, Base Civil Engineering must be contacted to determine a course of action. Bushes, trees, vegetation and other debris that are in the footprint or immediate vicinity of this facility must be removed. All Demo material must be disposed of in an approved off base landfill. All utilities connections shall be capped at the mains and also capped at the building. All A/C units will be reclaimed by contractor according to EPA requirements. All LCB ballasts and bulb will be removed by the contractor and become property of the contractor.

E. The demolition site shall be restored with engineered fill, standard compaction rating of 95% minimum compaction in 10” maximum lifts. Testing will be optional and conducted by Base Civil Engineering personnel. No crushed stone, concrete or block will be used as fill material only CL or ML soils will be used. The entire demo site will be graded on a natural slope not to exceed a slope of 4-1 from Arnold gate points D, G, H and I depicted on attached map to the north side of the credit union matching the elevation of point A along the entire north side of the demo site, ensuring that fill does not encroach onto any waterways, parking areas, access roads, utility pits, trenches, manhole covers etc. Also a drainage ditch will be established tying into, and matching in size the existing drainage ditch where the existing north driving entrance will be removed, this ditch will be Rip-rapped in 6in. minimum stones not to exceed 12in. excavated area and 10lf on each side of existing entrance pavement will be rip-rapped . The south driving entrance pavement and concrete will also be removed and a concrete curb will be constructed tying into the existing concrete curb. Area must be seeded and mulched to an established lawn which can be mowed, matching that in the existing area or better. Any excess soil material may be consolidated on the far NW corner of the Demolition site where the current garage is located.

F. At the completion of all demo work the existing fence that surrounds the north, west and south portions of the demo site will be removed from points B, C, D, E F, and ending at points G and H depicted in green on attached map. A new fence will be installed with Anti-ram cables woven into it matching that of the existing Anti- ram cables and chain- link fencing) installed on existing base perimeter fencing (Scope of Anti-ram cables to include installation of two strands of cable, installation of Bollards, and anchor support posts. Finished fencing will be in accordance with MIL-HDBK 013/14. Also, consult MIL HDBK 1013/10). Prior to installation of perimeter fencing, all suggested materials shall be submitted to and approved by the contracting officer with the use of an AF 3000, Material Submittal. New fencing will be installed in a straight line from the SE corner of the existing boundary fence point B on the NE side of the demo site to Arnold gate tying back into the brick and board fence at point H depicted on attached map in blue. The boundary fence must be erect and intact at all times during demo work except when construction crews are working on the fence, but must be erect and intact at the end of each work day. This facility is located north of Arnold gate, Whiteman AFB, MO 65305-5344.

END OF STATEMENT OF WORK