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Page 1 of 2 pages <br /> <br /> y <br /> CONTRACT CHANGE ORDER NO. 2 <br /> or <br /> SUPPLEMENTAL AGREEMENT NO. <br /> AIRPORT Eugene Airport -Parallel DATE 9/13104 <br /> Runway Project <br /> LOCATION Eugene AIP PROJECT NO. 3-41-0028-33/34 <br /> Job No. 4183 <br /> CONTRACTOR Wildish Const. Co. <br /> You are requested to perform the following described work upon receipt of an approved copy of this <br /> document or as directed by the engineer: <br /> Item Unit <br /> No. Descri tion Unit Price uanti Amount <br /> 1 Revise the P-152 specification, including No Change <br /> (1) Reduce the compaction requirement on <br /> the middle 1-foot of sub-grade <br /> embankment on Runway 16L/34R from <br /> 95% to 92%, allow the use of imported <br /> bar run in the top 1-foot layer of the <br /> Runway 16L/34R embankment and (3) <br /> Revise the testing requirements for <br /> embankment compaction. (See revisions <br /> to the P-152 specification, dated 9113/04, <br /> attached . <br /> 2 The 1-foot layer of imported bar run will No Change <br /> function as the geoteztile fabric. Delete <br /> the geoteztile fabric in the Runway <br /> 16L/34R pavement section. The <br /> Contractor wlll be paid for geoteztlle <br /> fabric in leu of installing the 1-foot layer <br /> of imported bar run. (Ezisting Bid Item <br /> 0170, Geoteztlle Fabric, Type SR remains <br /> unchan ed . <br /> 3 Replace ezisting P-154 specification with a No Change <br /> new P-154 specification, including (1) <br /> Removal of requirement for "crushed and <br /> angular" and (2) Revised testing <br /> requirements (See new P-154 specification, <br /> dated 9/13/04, attached (changes <br /> hi hli hted . <br /> 4 Replace 8-inch layer of P-154 Sub-base SY 50.4111 76,811 531,578 <br /> under Taziway B and the new <br /> Interconnecting taziways with 3-inch <br /> minus crushed rock (See attached <br /> radation dated 9/13/04 <br /> <br />