16th Contracting Squadron, PO Box 9190, Hurlburt Field FL 32544-9190

Z -- REPAIR TAXIWAY F AND PARALLEL SOL F08620-95-B0039 DUE 090695 POC Roble Strickland, Contract Specialist, (904)884-1259. Work consists of but not limited to repair and rehabilitation of approxmiately 305,000 SF of airfield structures. This project shall be accomplished as removal and installation. Removal shall consist of: removing existing asphaltic concrete (AC) and Portland cement concrete (PCC) pavements. These pavements shall be crushed to aggregate size not greater than 2 inches and used to construct haul route; remove and stockpile on site sand/shell base materials to be reinstalled as a subgrade stabilizer by roto-till method; remove and dispose off base sand-asphalt base materials; remove, regrade and/or compact existing subgrade as required to establish final grades, excess suitable subgrade materials will be spoiled on base as haul road fill or at subgrade spoil site as shown in project drawings; remove and dispose of concrete encased conduit conductor and ground wire as shown, approximately 40 taxiway light fixtures and handholds, 2 airfield signs, 6 junction handholds. Installation shall consist of: stabilizing the 6'' of final subgrade with the previously removed sand/shell materials according to FL DOT specification Section 160; 6 inches of a crushed graded aggregate base course; 13 inces, 700 psi flexural strength Portland cement concrete pavement with specified reinforcement and dowels; install new taxiway lights as shown with supporting electrical system including but not limited to concrete encased conduit, #8 AWG 5KV, unshielded single conductor, #6 AWG bare copper ground wire, transformers, connector kits, lamps bases and baseplate; accpmplish all joint sealing, striping and signage as called for. Shoulder slopes along airfield pavements will be stabilized by sodding, seeding or sprigging natural local grass varieties to a distance of 25 feet. NOTE: This is NOT a return to existing conditions. If seeding or sprigging is used, grasses along slopes shall be established by the date of beneficial occupancy to prevent erosion of slopes by jet and propwash. If sodding is to applied, sod shall be pegged to provide anchorage against jet and propwash until root structures have been established. Slope establishment along Haul Road shall be the width of the swales and to the extent that stromwater erosion in the swale is negated. Site clearing, site preparation, utilities, electrical and other incidental work as may be necessary to make the facility operational, including clearing and grubbing a 3.22 acre heavily wooded area for batch plant and stockpile operations, and constructing a 5500 LF haul road from crushed pavements. The work shall be fully complete in accordance with the Contract Documents. There is a non-refundable charge of $20.00 for each solicitation package. Make checks, money orders or bank drafts payable to Accounting and Finance. Only written requests will be accepted. The request and check, money order or bank draft must bear the solicitation number. This is an unrestricted acquisition. Estimated magnitude of this project is between $1,000,000 and $5,000,000. (0198)

Loren Data Corp. http://www.ld.com (SYN# 0254 19950718\Z-0002.SOL)