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CITY OF SANTA ANA ADDENDUM 1 <br />PROJECT NO. 23-66-6625 <br />PROPOSAL <br />PROJECT NO.: 23-6625 <br />KING STREET URBAN GREENING PROJECT <br />Item <br />Description <br />Qty <br />Unit <br />Unit Price <br />Amount <br />14 <br />Pi 04 Sidewalk per C. S.A. Std. <br />3,700 <br />SF <br />$ (� , 0 <br />$ 341 O 00 <br />Driveway Approach per C.S.A. <br />15 <br />Std. 11122 <br />150 <br />SF <br />$ <br />16 <br />Cross 1109 Gutter per C.S.A. Std. <br />710 <br />SF a <br />$ Z�j 3 <br />$ / 610 <br />17 <br />Local Depression at Culvert per <br />C.S.A. Std.305 <br />2 <br />EA <br />$Zia31 •50 <br />$ 5(015.00 <br />18 <br />12" PVC and Bedding <br />40 <br />LF <br />$ 2 1 2-, 1 <br />$ lit V OS - 00 <br />19 <br />24" HDPE and Bedding <br />120 <br />LF <br />$ <br />$ 2-of ZQ <br />10 <br />LF <br />$ <br />$ 1 f 1 0/1( . -7O <br />20 <br />Culvert, 4 Wide <br />21 <br />Culvert, 6' Wide <br />50 <br />LF <br />$ 1511 H 0 <br />$ �1 1 1 U , Q0 <br />Subsurface Infiltration System <br />22 <br />(includes Unclassified <br />Excavation, Export, Backfill, <br />1 <br />LS <br />$ S 11 b5$ 70 <br />$ 15 11 b* . 'to <br />Access, Geotextiles, etc.) <br />24" x 36" Precast Concrete <br />23 <br />Drain Inlet with Grate and <br />1 <br />EA <br />$ 16,90Z <br />$ 19' g r/{ 1 . �l/ <br />FilterV <br />24 <br />Bubble -Up Manhole <br />1 <br />LS <br />$ (�ji ►�J� b , 00 <br />$ 15, 45b.00 <br />25 <br />Junction Chamber, Type A <br />2 <br />EA <br />$ 141 �.�1�� <br />$ .Z81 W.Sy .50 <br />Bioretention Basin (Including <br />26 <br />Grading, Unclassified <br />2,100 <br />SF <br />$ Z'j ,7 b <br />$ 51b, �G��, _ pp <br />Excavation, and Soil Layer) <br />27 <br />Cobblestone Energy Dissipator <br />Decomposed Granite Path <br />Bench <br />140 <br />SF <br />$ �7 <br />$ 3 4 U 1 , 4 0 <br />28 <br />2,140 <br />SF <br />$ <br />$ '71 0 H . 2 V <br />29 <br />6 <br />EA <br />$Z117V.15 <br />$ (61174S- 05 <br />30 <br />Decorative Boulder <br />34 <br />EA <br />$ � G� t0 q 55 <br />$ b1 loci b .30 <br />31 <br />Bollard <br />3 <br />EA <br />$ 20 ( , 37 <br />$ ?j / bb [� , ( <br />32 <br />6' High Block Wall per <br />SPPWC Std. 601-5 <br />110 <br />LF <br />$ 11 . <br />1$4qfq05_q0 <br />P-2 of P-19 <br />