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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 />$to-00 <br />$ ?)41 O o0 <br />15 <br />Driveway Approach per C.S.A. <br />Std. 11122 <br />150 <br />SF <br />16 <br />Cross 1109 Gutter per C.S.A. Std. <br />710 <br />SF <br />$ Z�j , � 3 <br />$ k q 61 Q _ u <br />17 <br />Local Depression at Culvert per <br />C.S.A. Std. 305 <br />2 <br />EA <br />$ 2 a 3� • S <br />$ $15 06 <br />18 <br />12" PVC and Bedding <br />40 <br />LF <br />$ 2A 2- , ZZ <br />$ l I , ( 0 S - 0 o <br />19 <br />24" HDPE and Bedding <br />120 <br />10 <br />LF <br />LF <br />$ 23q , f <br />$ 11 M , (1 <br />$ bq 3 _ Z0 <br />$ f 1 q 11 . -7O <br />20 <br />Culvert, 4' Wide <br />Culvert, 6' Wide <br />21 <br />50 <br />LF <br />$ 1 11. H 0 <br />$ 31 , , 00 <br />22 <br />Subsurface Infiltration System <br />(includes Unclassified <br />Excavation, Export, Backfill, <br />Access, Geotextiles, etc.) <br />1 <br />LS <br />$ s 11 b5$ 70 <br />$ s 6�6 7,0 <br />23 <br />24" x 36" Precast Concrete <br />Drain Inlet with Grate and <br />Filter <br />Bubble -Up Manhole <br />1 <br />EA <br />$ <br />$ I <br />24 <br />1 <br />LS <br />$ 15,45 00 <br />$ 15, 45b.00 <br />25 <br />Junction Chamber, Type A <br />2 <br />EA <br />$ 141110. Z5 <br />$ Z81 Wsy .50 <br />26 <br />Bioretention Basin (Including <br />Grading, Unclassified <br />Excavation, and Soil Layer) <br />2,100 <br />SF <br />$ Z"1 ,7 b <br />$ 5�I �G��_ 00 <br />27 <br />Cobblestone Energy Dissipator <br />140 <br />SF <br />$ 2-1 . H L <br />$ 31 O U H , of O <br />28 <br />Decomposed Granite Path <br />2,140 <br />SF <br />$ <br />$ '71 0 H . 20 <br />29 <br />Bench <br />6 <br />EA <br />$2117y.15 <br />$ (61 1045. 08 <br />30 <br />Decorative Boulder <br />34 <br />EA <br />$ <br />31 <br />Bollard <br />3 <br />EA <br />$ 20 (, 31 <br />$ <br />32 <br />6' High Block Wall per <br />SPPWC Std. 601-5 <br />110 <br />LF <br />$ �l1 . <br />$ 4 q 1 { o b . W b <br />1 <br />P-2 of P-19 <br />