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ATTACHMENT 3 <br />Pleasanton Johnson Dr EDZ <br />PLANNING LEVEL COST ESTIMATE <br />Commerce Dr at Johnson Dr, Mitigation 4.D -la <br />Roadway Items: <br />Quantity <br />Unit <br />Unit Cost <br />hem Total <br />Total <br />New Pavement Section' <br />2,250 <br />SF <br />$ 10 <br />$ 22.500 <br />Cold Plane and Overlay (0.2 ' <br />) <br />24,250 <br />SF <br />S 2 <br />S 48.500 <br />Cone Sidewalk & Driveway' <br />3.810 <br />SF <br />5 10 <br />S 38.100 <br />Cone C&G <br />650 <br />LF <br />0 30 <br />S 19.500 <br />Driveway <br />4 <br />EA <br />$ 5,000 <br />S 20,000 <br />Curb Ramp <br />2 <br />EA <br />5 3,500 <br />$ 7,000 <br />Retaining Wall <br />- <br />SF <br />S 100 <br />S - <br />Maintenance Path <br />• <br />LS <br />0 20,000 <br />5 - <br />Monument Sign <br />- <br />LS <br />$ 25,000 <br />$ - <br />Imported Borrow <br />- <br />CY <br />$ 75 <br />$ - <br />Roadway Excavation " <br />760 <br />CY <br />S 75 <br />S 57.000 <br />Clearing and Grubbing <br />2.450 <br />SF <br />5 0.5 <br />$ 1.300 <br />Remove Conc Sidewalk. C&G <br />3,850 <br />SF <br />$ 8 <br />$ 21.900 <br />Remove Trees <br />1 <br />EA <br />S 1,000 <br />$ 1.000 <br />LandscapeAmgation & Bio -Retention <br />2,200 <br />SF <br />5 15 <br />5 33,000 <br />Fence (New & Remove) <br />- <br />LF <br />5 30 <br />S <br />Pavement Striping <br />2.200 <br />LF <br />$ 2 <br />$ 4,400 <br />Pavement Markings <br />590 <br />SF <br />5 10 <br />S 5,900 <br />Relocate Overhead sign and post ° <br />- <br />EA <br />$ 5,000 <br />$ - <br />Signs <br />2 <br />EA <br />5 800 <br />$ 1.200 <br />Signalized Intersection (Johnson Dr & Commerce Dr) <br />1 <br />LS <br />S 350.000 <br />S 350.000 <br />Intersection Traffic Signal Modification <br />- <br />LS <br />5 750,000 <br />$ - <br />Rwnp Traffic Signal Modification <br />- <br />LS <br />$ 25,000 <br />$ - <br />Sbeet Lights ' <br />3 <br />EA <br />5 10,000 <br />$ 30.000 <br />Traffic Control Allowance (5%) <br />1 <br />LS <br />5 34.000 <br />S 34.000 <br />Storm Drain System Allowance (10%) <br />1 <br />LS <br />0 67,000 <br />$ 67,000 <br />WPC I Treatment Allowance (596) <br />1 <br />LS <br />$ 34.000 <br />$ 34.000 <br />Minor & Misc. Items (10%) <br />1 <br />LS <br />5 80.000 <br />$ 80.000 <br />Mobilization (10%) <br />1 <br />LS <br />$ 88,000 <br />5 86,000 <br />Contingency (25) <br />1 <br />LS <br />S 242.000 <br />5 242.000 <br />Roadway Subtotal <br />$ 1.210,000 <br />Structure hems: <br />Quantity <br />Unit <br />Unrt Cost <br />Item Total <br />Total <br />Widen Existing Structure' <br />- <br />SF <br />5 350 <br />$ - <br />Structure Subtotal <br />$ <br />Right of Way nems: <br />Quantity <br />Unit <br />Unit Cost <br />hem Total <br />Total <br />Utility Relocation' <br />1 <br />50 <br />5 39,000 <br />$ 39,000 <br />USRSD <br />- <br />LS <br />5 250,000 <br />5 <br />Acquisition costs <br />1 <br />LS <br />S 164.800 <br />$ 184,800 <br />TCE <br />NIC <br />Environmental Mitigation (Est) <br />NIC <br />Right of Way Subtotal <br />$ 210.000 <br />Subtotal "Hard Costs' <br />5 1.420.000 <br />Soft Costs <br />Quantity <br />Unit <br />Unit Cost <br />Item Total <br />Total <br />Proal Design (12.5%) <br />1 <br />LS <br />5 152,000 <br />S 152.000 <br />Construction Administration (12.5%) <br />1 <br />LS <br />$ 152,000 <br />S 152.000 <br />Construotion Staking (2%) <br />1 <br />LS <br />$ 25.000 <br />$ 25.000 <br />Subtotal "Solt Costs" <br />S 330,000 <br />Grand Total <br />S 1,750,000 <br />I New Pavement Section assumed w 45•Asphalt, 95• Adamant,' lame and lr Aggregate Subbase <br />2 Cold phew al existing pavement salon IM prayed amts <br />3 Assume 6 wade sidewek <br />4 Renee eating post and road arm Instal ramosei , pawls and pod foundation <br />5. Assume onehng shred k9t s aro to be salvaged by the Contractor. Plato rwwshoot hghls al eppronmday207 opocng <br />6. No work In the creek for brags sINdure <br />7 Utility coals resumes main undorgmund brave romoin, only aesumae cost foradtmting vaultshavaeairo hydrant' to gado or relocating them <br />8 Soft coat o percentage of Roadway .Structure Ilona 12312 doklretaxcoptfIW Errgneonng whehrs 1094 of RW llama. <br />9 Roadway enoovvelion assumes 2.5'cut into mating grand <br />4/17/2017 <br />