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ATTACHMENT 3 <br />Pleasanton Johnson Dr EDZ <br />PLANNING LEVEL COST ESTIMATE <br />Johnson Dr at Owens Dr (North) Intersection, Mitigation 4.D -1h <br />Roadway Items: <br />Quantity <br />Unit <br />Unit Cost <br />Item Total <br />Total <br />New Pavement Section' <br />- <br />SF <br />S 10 <br />5 - <br />Cold Plane and Overlay (0.2) . <br />- <br />SF <br />5 2 <br />$ <br />Cone Sidewalk & Driveway' <br />- <br />SF <br />$ 10 <br />$ <br />Cone C&G <br />LF <br />S 30 <br />$ <br />Driveway <br />- <br />EA <br />S 5,000 <br />S - <br />Cudb Ramp <br />- <br />EA <br />$ 3,500 <br />$ - <br />Relaining Wall <br />- <br />SF <br />S 100 <br />$ <br />Maintenance Path <br />- <br />LS <br />5 20,000 <br />5 <br />Monument Sign <br />- <br />LS <br />$ 25,000 <br />S - <br />Imported Borrow <br />- <br />CY <br />5 75 <br />$ <br />Roadway Excavation <br />- <br />CY <br />5 75 <br />$ - <br />Clearing and Grubbing <br />- <br />SF <br />S 0.5 <br />S <br />Remove Cons Sidewalk. C&G <br />- <br />SF <br />$ 6 <br />$ - <br />Remove Trees <br />EA <br />5 1,000 <br />$ <br />LandscapeArrigation & Bio•Retenlion <br />- <br />SF <br />$ 15 <br />5 <br />Fence (New & Remove) <br />- <br />IF <br />5 30 <br />5 <br />Pavement Striping <br />- <br />LF <br />5 2 <br />5 - <br />Pavement Markings <br />- <br />SF <br />5 10 <br />$ - <br />Relocate Overhead sign and post' <br />- <br />EA <br />5 5,000 <br />$ - <br />Signs <br />EA <br />$ 800 <br />5 • <br />Signalized Intersection (Johnson Dr & Owens Di) <br />1 <br />LS <br />5 350,000 <br />$ 350,000 <br />Intersection Traffic Signal Modification <br />- <br />LS <br />$ 750,000 <br />$ - <br />Ramp Traffic Signal Modification <br />- <br />LS <br />5 25900 <br />$ - <br />StreetLights' <br />- <br />EA <br />$ 10,000 <br />$ - <br />Traffic Control Allowance (5%) <br />- <br />LS <br />$ 18.000 <br />$ • <br />Stone Drain System Allowance (105'41 <br />- <br />LS <br />$ 35,000 <br />$ - <br />WPC / Treatment Allowance (594 <br />- <br />LS <br />$ 18,000 <br />$ - <br />Minor & Misc. Items (10%) <br />- <br />LS <br />$ 35,000 <br />$ - <br />Mobilization (10%) <br />1 <br />LS <br />5 35.000 <br />S 35.000 <br />Conbngency(251 <br />1 <br />LS <br />$ 97,000 <br />$ 97.000 <br />Roadway Subtotal <br />S 490.000 <br />Structure kems: <br />Quantity <br />Unit <br />Unit Cost <br />Item Total <br />Total <br />Widen Eristing Structure' <br />SF <br />$ 350 <br />$ <br />Structure Subtotal <br />$ <br />Right of Way kems: <br />Quantity <br />Unit <br />Una Cost <br />Rein Total <br />Total <br />Utility Relocation' <br />- <br />LS <br />5 - <br />S - <br />DSRSD <br />- <br />LS <br />$ 250.000 <br />$ • <br />Acquisition costs <br />- <br />LS <br />TCE <br />NIC <br />Environmental Mitigation (Eat) <br />NIC <br />Right of Way Subtotal <br />5 <br />Subtotal "Hard Costs" <br />9 490.000 <br />Soft Costs' <br />Quantity <br />Unit <br />Unit Cost <br />Item Total <br />Total <br />Final Design (12.596 <br />1 <br />LS <br />$ 62.000 <br />$ 62,000 <br />Construction Adrrrinistratian (12.5'V <br />1 <br />LS <br />$ 62,000 <br />5 62.000 <br />Construction Staking (2%) <br />1 <br />LS <br />$ 10,000 <br />$ 10,000 <br />Subtotal "Soft Costs" <br />5 140.000 <br />Grand Total <br />S 630.000 <br />','4,.w Pawmenl SoIwnwSvumed 3545' Asenat, 95' Aggrogalo Oa and 17' Aggregala Subbase <br />2 Cold piano al exuding pavement ethos !ha popol Yale <br />3 Mourne 6' Ws sdowNo <br />e. Reuse ereog peal and most rim hnlaa rev wgn pawl+ and peal Ioundabon <br />5 Assume awing aur t oglgs ma lo La salvaged by Ito Catlnctor Placa newsimel Iglb d approcrealel7 200 sprung <br />6 No vaultnlhe an& for bndgn*alum <br />7 Uphty<oatsts assume, main mldagr and lag roman, only mama cost for adivating vaubsbortotae hydmnb to grade arolocaing lheei <br />0 Soli cost a pan:erdogo of Roadway.Slrucluro Ilene 0057 dollmr)an:epl RAN Engineenng which, 10% of R7* hope <br />9 Roadway excavation as3uoos25' cul Into oabng ground. <br />40712017 <br />