Loren Data Corp.

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COMMERCE BUSINESS DAILY ISSUE OF JULY 8,1997 PSA#1882

437th Contracting Squadron, Charleston AFB, SC 29404-4829

J -- INSPECT, REPAIR, SERVICE, MAINTAIN, LOAD TEST AND CERTIFY 33 HOISTS AND CRANES. SOL F38610-97QR144 DUE 071897 POC Jacqueline Dent, Contract Specialist (803) 566-5155 ext 238 or Shirley Blue, Contracting Officer (803) 566-5155 ext 220 This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in FAR Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation. Propelectrical box that cordgrip must be loosened in order to get box cover open. P/I new (proper length) power leads. Rmv (too short) electrical power leads to brake on 2 ton hoist. P/I new (proper length) power leads. Rmv existing bridge truck structural tie point bolt having wedge washer improperly oriented (which has imparted a bend in bolt). P/I new ASTM A325 bolt of proper diameter with wedge washer oriented to allow bolt to remain straight after being torqued. BRIDGE # 3: Rmv existing (too short) electrical leads to trolley motor. P/I new (proper length) electrical leads to trolley motor. Rmv reverse mounted chain can on 2 ton hoist. Reinstall chain can in proper orientation. Rmv excess gear oil from 7 1/2 ton cranes located in "B" and "C" positions gear cases, both are presently overfilled and leaking. BRIDGE # 4: Tighten all electrical conduit connections/fittings that are mounted on panel box or motor panels. BRIDGE # 5: R/R bent motor mounting platform support on bridge motor. Rmv existing (too short) trolley motor cable. P/I new (proper length) trolley motor cable. BRIDGE # 6: R/R motor mount for bridge motor. (Existing motor mount has weld bead length that is too short which provides insufficient structural rigidity.) BRIDGE # 7: Troubleshoot bridge drive to determine cause of failure to operate. R/R bridge drive as necessary. Rmv over-sized electrical capacity/size power cables to each 7 1/2 ton hoist. P/I new proper capacity/size power cable to each hoist. Rmv 3/4 inch diameter structural bolt at southeast girt structural tie point. P/I shim between structural members and reinstall bolt. Torque bolt to proper amount. Rmv existing (too short) electrical cable from brake on 2 ton hoist. P/I new (proper length) length electrical cable. Rmv existing (too short) electrical cable from trolley drive motor. P/I new (proper length) length cable. Rmv reversed chain cans from each 2 ton hoist. Reinstall chain cans in proper orientation. BRIDGE # 8: Rmv hoist chain on 2 ton hoist because it is too short to set lower limit. P/I new hoist chain of adequate length to permit setting of 3 inch lower limit. [Special note regarding inspection of bridges #1, #7 and #8. Each of these bridges have several of 16 wheels (8 wheels per side) which presently are not in contact with (and therefore do not impart any of load to) flange of supporting I-beam. Reason for this is that some bridge wheel axle holes have been improperly located too high on bridge frame, with result that those wheels do not contact I-beam. Opposite problem is also true, namely, some bridge wheel axle holes have been placed too low on bridge frame, with result that those wheels carry entire w8 of bridge, and impart entire load to I-beam through those wheels. Kr shall disassemble and inspect these bridge trucks and recommend repairs needed to ensure all 8 wheels of each bridge contact supporting I-beam and that all 8 wheels on each side equally share any load placed on bridge. Kr shall provide a list of materials and labor cost required to repair these 3 bridges to Contracting Officer (CO).] 1/2 ton jib crane: Rmv all non-structural type bolts used to attach jib boom to pedestal. P/I new ASTM A325 type structural type bolts of proper diameter. Torque bolts to proper amount. P/I swing stops on pedestal to prevent damage to crane. P/I operator warning tube on hand chain directly above hook. P/I instructions on pedestal for operator to wipe chain with an oily rag at least once each week in order to impede rust buildup on chain. REPAIRS: All repairs, shall be according to appropriate sections of OSHA, ANSI, AFOSH, ASME, ASTM, NEMA, NEC, NFPA, CMAA 70/74 and NAVFAC P-307. Kr will conduct each repair with a minimum amount of "down time" of each crane. WORK SCHEDULE: Kr shall coordinate all crane work through bldg custodian. All work shall be performed during normal working hours unless specifically authorized by bldg custodian. REPAIR PARTS: All parts used to repair any CAFB crane shall be original equipment or equal to or better than original manufacturer's specifications as stipulated in ANSI B30.11-2.3.1(b) and ANSI B30.16b-2.3.1(b). Kr must provide a written listing of source or origin of any replacement part used for crane/hoist load bearing parts, load controlling parts, or operational safety devices (see definitions in NAV FAC P-307, section 4. The following FAR provisions apply to this acquisition: 52.212-1 Instructions to Offerors-Commercial Items, no addenda included; 52.212-2 Evaluation-Commercial Items, the following factors shall be used to evaluate offers: (1) Technical capability, (2) Past performance, and (3) Price (technical and past performance when combined are greater in relative importance when compared to price), Offerors shall provide with their proposals a list of no more than 5 of the most recent and relevant past and present contracts performed for federal agencies and commercial customers within the last 5 years; 52.212-3 Offeror Representations and Certifications-Commercial Items, proposals shall contain a completed copy of this provision; 52.212-4 Contract Terms and Conditions-Commercial Items, no addenda included; and 52.212-5 Contract Terms and Conditions Required To Implement Statutes or Executive Orders- Commercial Items, for paragraph (b), the following clauses apply: (6), (7), (8) and (9), for paragraph ( c ), the following clauses apply: (1) and (2). Full text of these provisions and clauses may be obtained by accessing any of the following Internet Web Sites: http://acqnet.sarda.army.mil/ (click on Library), -or- http://www.gsa.gov/far/current/html/toc.html#top -or- http://farsite.hill.af.mil/. Proposals shall be submitted in writing to 437th LGC/LGCV, Attn: SrA Jacqueline Dent, 102 Long Street, Charleston AFB, SC 29404-4829 with reference made to solicitation number F38610-97-QR144 no later than 4:30 PM (EST) on 18 Jul 97. Minimum allowable wages can be found in U.S. Dept. of Labor wage Determination No: 94-2473, Revision No: 7, Dated 28 Oct 96. The gov't may hold discussions with offerors if the Contracting Officer determines it necessary, but the gov't also reserves to right to evaluate proposals and award a contract without discussions. Therefore, the offeror's initial proposal should contain the offeror's best terms including technical factors and price. Contractors interested in submitting a proposal should contact SrA Jacqueline Dent for information regarding a site visit and for a copy of the SOW; fax your request to (803) 566-2850 or via e-mail to dentj@charleston.af.mil. (0183)

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