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Pleasanton Johnson Dr EDZ 4/17/2017 PLANNING LEVEL COST ESTIMATE Commerce Dr at Johnson Dr,Mitigation 4.D-la Roadway Items: Quantity Unit Unit Cost Item Total Total New Pavement Section' 2,250 SF $ 10 $ 22,500 Cold Plane and Overlay(0.2)' 24.250 SF S 2 5 48.500 Conc Sidewalk&Driveway' 3,810 SF S 10 S 38,100 Conc C&G 650 IF 5 30 S 19.500 Driveway 4 EA 9 5,000 5 20.000 Curb Ramp 2, EA 5 3.500 S 7.000 Retaining Wall - SF $ 100 5 - Maintenance Path - LS 5 20,000 5 - Monument Sign - LS 5 25,000 $ - Imported Borrow - CY $ 75 $ - Roadway Excavation' 760 CY 5 75 S 57.001) Clearing and Grubbing 2,450 SF S 0.5 S 1.300 Remove Conc Sidewalk,C&G 3.650 SF $ 6 $ 21,900 Remove Trees 1 EA 5 1.000 5 1,000 Landscapelnigation&Bio-Retention 2.200 SF S 15 S 33.000 Fence(New&Remove) - LF S 30 5 Pavement Striping 2.200 LF S 2 S 4.400 Pavement Markings 590 SF 5 10 $ 5.900 Relocate Overhead sign and post° • EA $ 5,000 $ - Signs 2 EA S 600 $ 1.200 Signalized Intersection(Johnson Or&Commerce Dr) 1 LS S 350.000 S 350.000 Intersection Traffic Signal Modification - LS S 750.000 S - Ramp Traffic Signal Modification - LS $ 25,000 $ - Street Lights s 3 EA S 10.000 S 30.000 Traffic Control Allowance(5% 1 LS S 34.000 S 34.000 Storm Drain System Allowance(10°F>) 1 LS 5 67.000 S 67,000 WPC/Treatment AOowance(5°.f,) 1 LS $ 34.000 $ 34.000 Minor&Misc.Items(104() 1 LS S 80,000 S 80.000 Mobilization(10%) 1 LS 5 88,000 S 88,000 Continency(2559 1 LS S 242.000 5 242.000 Roadway Subtotal S 1.210,000 Structure Items: Quantity Unit Unit Cost Item Total Total Widen Existing Structure" - SF S 350 5 - Structure Subtotal 5 - Right of Way Items: Quantity Unit Unit Cost Item Total Total Utility Relocation` I LS $ 38.000 S 38.000 DSRSD - LS 5 250.000 S Acquisition costs 1 LS S 164,800 S 164.800 TCE NIC Environmental Mitigation(Est) NIC Right of Way Subtotal S 210,000 Subtotal"Hard Costs' S 1,420.000 Soft Costs° Quantity Unit Unit Cost Item Total Total Final Design(12.555 1 LS S 152,000 S 152,000 Construction Administration(12.59q 1 LS $ 152,000 S 152.000 Construction Staking(2%n) 1 LS $ 25,000 $ 25.000 Subtotal"Soft Costs" $ 330.009 Grand Total S 1,750,000 I PYo Pavement Snclwn resunud m A 5'Asphalt,95'Agplate Base and 17'Agg nynta Subbase 2 t x61{dare al Mating pavement wilier the piled Grano .3 An?nme 6'wide adewalk 4 Rene o,clirg pool and most arm Imtall now sign paneb aid pool foundation. 5 Assume emtng street Ighla are to he salvaged by the Contractor Rae new street Irr"Sn at approumadaty 200'spacing 6 Pb work m I he cre°kfor t..dgo strucicro. 7 Uddy costs x'cuma.,main underground Imo,remain,only assumes cot for adprlmg vnulhMouanlma hydrants to grade or relocating them. 3.Gal cast o percentage of Roadwey..Structure Items/2017 doxrrsl incept P/N Engineering wits h is 19%of RN!Ilene. 9.Roudwuy excavation a•.oumos 25'cut ado existing ground.