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<br />REGIS CONTRACTORS OF NORTHERN CALIFORNIA <br />JUNIPERO STREET IMPROVEMENTS <br />Sunol Boulevard to Case Avenue <br />Exhibit 1 <br /> <br />DESCRIPTION <br />UNIT <br />QUANTITY UNIT <br />PRICE <br />AMOUNT <br />'CLEARING <br />1 CClearin , Grubbin and Demolition LS 1 33480.000 33,480.0:) <br />_ <br />'.ROADWAY <br />_i <br />2 <br />3 <br />Roadwa ,Railroad and Channel Excavation and Gradin <br />H dro-Seedin <br />LS <br />SY <br />1 <br />2,000 <br />78200.000 <br />0.612 <br />78,200.(1:) <br />1,224.0;) <br />4' As halt Concrete TON 2,000 39.600 79,200.(;;) <br />5 A re ate Base TON 3,820 14.160 54,091.~i p <br />6 A re ate Subbase TON 5,400 10.200 55,080.(:0 <br />7 Filter Fabric Rock Slo a Protection SY 3,000 1.500 4,500.f.0 <br />8 Filter Fabric Pavement Reinforcement SY 300 14.400 4,320.(: 0 <br />9 6" AC Dike, T e A LF 50 30.000 1,500.(: 0 <br />' CONCRETE <br />10 6" Curb and Gutter LF 3,300 13.344 44,035.:: () <br />11 Sidewalk SF 8,500 3.228 27,438.(:1) <br />12 Drivewa SF 200 4.440 888.(:1) <br />13 Handica Ram EA 5 434.160 2,170.1:0 <br />14 18" Hi h Retainin Wall w/a urtenances LF 220 80.460 17 701.E 0 <br /> STORM DRAIN <br />15 12" RCP LF 465 36.000 16,740.: !~ <br />16 18" RCP LF 145 37.500 5,437.:` !0 <br />17 48" RCP LF 41 150.000 6,150.( 0 <br />18 54" RCP LF 32 175.200 5,606.' _0 <br />19 60" RCP LF 40 198.000 7 920.; ~0 <br />20 CB T e II EA 8 1380.000 11,040.x; ~0 <br />21 Field Inlet EA 2 780.000 1,560.x; ~0 <br />22 Storm Drain Manhole T e III EA 1 6060.000 6,060.( 0 <br />23 Storm Drain Manhole w/Grate EA 1 1718.000 1,718.( 0 <br />24 Storm Drain Manhole Exist. Box Culvert EA 1 3576.000 3,576.( 0 <br /> WATER <br />25 16" 0905 CL165 LF 1,378 57.000 78,546.1.0 <br />26 16" D.I.P. LF 114 64.800 7,387.;'.0 <br />27 Connect to Existin 16" Water Main er Water Cont. Detail LS 1 32322.000 32,322.1 i0 <br />28 16" B.V. on Existin 16" and 16" D.I. to Steel Ada ter LS 1 2677.200 2,677.; :0 <br />29 2" Service EA 1 1020.000 1,020.ri0 <br />30 Fire H drant Commercial EA 1 2757.600 2,757.1.0 <br />31 Fire H drant Residential EA 1 2568.000 2,568.1 10 <br />_ CHANNEL AND STRUCTURE <br />32 Rock Slo a Protection TON 650 49.200 31,980.110 <br />33 88' - 8'x8' Concrete Box LS 1 85710.000 85,710.1-0 <br />34 25' War ed Win wall at 8'x8' Box Outlet LS 1 41592.000 41,592.i-0 <br />35 54' War ed Win wall at 8'x8' Inlet LS 1 49902.000 49,902.1 10 <br />36 20' War ed Win wall at Sunol Boulevard LS 1 42492.000 42,492.E 10 <br />37 Sacked Concrete SY 70 168.000 11,760.10 <br />38 Lateral Pi a Ent & O osite Bank Outfall Protect. EA. 2 6168.000 12 336.E 10 <br />39 Connection of 48" 54" & 60" RCP to Exist. Headwall LS 1 5814.000 . 5 814. )0 <br />14/25/96 1 of 3 <br />