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• <br />• <br />Exhibit "A" <br />ITEM QUANTITY UNIT PRICEI AMOUNT <br />A -Upsize SS on Street "B" from (a) 8" at $25.64 <br />8" to 10" (a) 866.921f lf; 10" at $27.97 (a) $2,019.92 <br />[Station 59+59.66 - 68+26.58; if = $2.33 diff <br />Sheet 20 of Offsite Imp. Plans] <br />B -New 10" SS in Street "B" from (a) 1013.281f (a) $29.971f (a) $27,968.04 <br />the SS siphon east to Valley Ave. <br />[Station 68+26.58-78+39.86; (b) 3 manholes (b) $2,915/ea (b) $8,745 <br />Sheet 20&21 of Offsite Imp. Plans] <br />C -New 10" SS by roundabout (a) 65 if (a) $29.971f (a) $1,948.05 <br />[Station 42+53.97 to 43+08.31; <br />Sheet 18A of Offsite Imp. Plans] (b) 1 manhole (b) $2,915/ea (b) $2,915 <br />D -New 8" SS stubout <br />Sheet 18A of Offsite Imp. Plans 61.741f $25.641f $1,583.01 <br /> (a) differential <br />E -Water main on Valley Ave. between a 16" cross $1,500 for (a) to <br />north of Bernal and a 16" T (c), including <br />[See detail on Sheet 11 of (b) one 16" labor <br />backbone] butterfly valve <br /> (c) one 16" blind <br /> flange <br />F - Insta113" conduit for traffic <br />control purposes [materials only, no (a) 1050 if conduit (a) $21f (a) $2,100 <br />trenching because project already (b) 4 No. 6 pull (b) $250 ea (b} $1,000 <br />requires a trench in Bernal] boxes <br />G -Upsize waterline from 12" to <br />16" [Bernal Ave., east of Valley] (a) 190 if (a) $31.751f diff (a) $6,032.50 <br />H -Redesign of Bernal/Valley N/A N/A $24,500 <br />traffic lanes <br />Key: SS -sanitary sewer line <br />if -linear feet <br />Street "A" a.k.a. West Lagoon Road <br />Street "B" a.k.a. Laguna Creek Lane <br />' Unit prices are based on estimates. See Reimbursement Agreement for process to determine fmal cost. <br />Bernal Investment Company LLC -Tract 7255 Page 6 <br />