Operational Contracting Division, 127 FW/LGC, 29553 George Ave., -- Bldg 303, Room 114, Selfridge ANG Base MI 48045-5399

Y -- PRESOLICIATION NOTICE, PROJECT VGLZ972079, "AIRFIELD PAVEMENT REPAIR TAXIWAYS A AND F, RUNWAYS 10/28 AND 01/19" POC Ilene Nicholson, Contract Administrator or Paula J. DeShon, Contracting Officer (810) 307-5867/5989 WEB: Operational Contracting Division, 127 WG/LGC, Selfridge ANGB MI, 131.4.32.81. E-MAIL: Services Branch, Selfridge ANG Base MI, inicholson@mimtc.ang.af.mil. Provide all plant, labor, materials, equipment and supervision with incidental services necessary to complete the airfield pavement repairs at Selfridge ANG Base Michigan. Work includes, but is not limited to: saw cutting and removal of Portland cement concrete (PCC), both full and partial depth, prep patch areas including any base material disturbed, deliver, poor float, finish and cure PCC, gather and test PCC, gather and test PCC samples, re-establish and seal joints and overcuts, clean out and reseal existing joints, saw cut, mill and remove asphalt pavement, prep asphalt surfaces, form butt joints and install non-woven fabric per manufacturer's recommendations, deliver, lay and compact asphalt paving, raise manholes to meet new grades, provide and lay top soil and hydroseed, repaint disturbed lines and airfield markings, provide clean-up and disposal of generated refuse and debris during the execution of the project, as well as, final clean-up. The project is broken down into four phases with phase II having firm start and end dates which can not be deviated from. Phase II includes the milling of existing asphalt paving three inches deep, fourteen feet wide and approximately 6,100 feet long and the repaving of the milled area back to the original grade. The phase can not start before 12 August 1997 and can not end after 22 August 1997 The other three phases have some flexibility based on award date and the notice to proceed. Phase I includes approximately 1100 SY of full depth PCC pavement replacement and approximately 130 SY of partial depth PCC repair. Phase III includes approximately 27,300 SY of 4" asphalt overlay. Phase IV includes approximately 30 SY of partial depth PCC repair. The estimated magnitude of construction is between $500,000 and $1,000,000. Performance period is 120 calendar days from issuance of the Notice to Proceed. This is an unrestricted solicitation and all responsible sources will be considered. (0125)

Loren Data Corp. http://www.ld.com (SYN# 0186 19970507\Y-0050.SOL)