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Pleasanton Johnson Dr EDZ
<br />4/17/2017
<br />PLANNING LEVEL COST ESTIMATE
<br />Stoneridge Dr Queue Spillback,
<br />Mitigation 4.D -1d
<br />Roadway Items:
<br />Quantity
<br />Unit
<br />Unit Cost
<br />Item Total
<br />Total
<br />New Pavement Section'
<br />21,550
<br />SF
<br />$ 10
<br />$ 215,500
<br />Cold Plane and Overlay (0.2') 2
<br />80,450
<br />SF
<br />$ 2
<br />$ 160,900
<br />Conc Sidewalk & Driveway 3
<br />22,340
<br />SF
<br />$ 10
<br />$ 223,400
<br />Conc C&G
<br />1,600
<br />LF
<br />$ 30
<br />$ 48,000
<br />Driveway
<br />-
<br />EA
<br />$ 5,000
<br />$ -
<br />Curb Ramp
<br />1
<br />EA
<br />$ 3,500
<br />$ 3,500
<br />Retaining Wall
<br />6,900
<br />SF
<br />$ 100
<br />$ 690,000
<br />Maintenance Path
<br />-
<br />LS
<br />$ 20.000
<br />$ -
<br />Monument Sign
<br />-
<br />LS
<br />$ 25.000
<br />$ -
<br />Imported Borrow
<br />3,120
<br />CY
<br />$ 75
<br />$ 234,000
<br />Roadway Excavation °
<br />4,550
<br />CY
<br />$ 75
<br />$ 341,300
<br />Clearing and Grubbing
<br />33,000
<br />SF
<br />$ 0.5
<br />$ 16,500
<br />Remove Conc Sidewalk. C&G
<br />12,200
<br />SF
<br />$ 6
<br />$ 73.200
<br />Remove Trees
<br />29
<br />EA
<br />$ 1,000
<br />$ 29.000
<br />Landscape/Irrigation & Bio -Retention
<br />5,800
<br />SF
<br />$ 15
<br />$ 87,000
<br />Fence (New & Remove)
<br />2,100
<br />LF
<br />$ 30
<br />$ 63,000
<br />Pavement Striping
<br />6,750
<br />LF
<br />$ 2
<br />$ 13,500
<br />Pavement Markings
<br />660
<br />SF
<br />$ 10
<br />$ 6,600
<br />Relocate Overhead sign and post"
<br />1
<br />EA
<br />$ 5,000
<br />$ 5.000
<br />Signs
<br />10
<br />EA
<br />$ 600
<br />$ 6,000
<br />Signalized Intersection
<br />-
<br />LS
<br />$ 350,000
<br />$ -
<br />Intersecbon Traffic Signal Modification
<br />-
<br />LS
<br />$ 750,000
<br />$ -
<br />Ramp Traffic Signal Modification (NB 680 off -ramp to Stoneridge Dr)
<br />1
<br />LS
<br />$ 25,000
<br />$ 25,000
<br />Street Lights 6
<br />1
<br />EA
<br />$ 10,000
<br />$ 10,000
<br />Traffic Control Allowance (5%)
<br />1
<br />LS
<br />$ 113,000
<br />$ 113,000
<br />Storm Drain System Allowance (10%)
<br />1
<br />LS
<br />$ 226,000
<br />$ 226,000
<br />WPC / Treatment Allowance (5%)
<br />1
<br />LS
<br />$ 113,000
<br />$ 113,000
<br />Minor & Misc. Items (10%)
<br />1
<br />LS
<br />$ 271,000
<br />$ 271,000
<br />Mobilization (10%)
<br />1
<br />LS
<br />$ 298,000
<br />$ 298,000
<br />Contingency (25%)
<br />1
<br />LS
<br />$ 819,000
<br />$ 819,000
<br />Roadway Subtotal
<br />$ 4.100.000
<br />Structure Items:
<br />Quantity
<br />Unit
<br />Unit Cost
<br />Item Total
<br />Total
<br />Widen Existing Structure 6
<br />3,850
<br />SF
<br />$ 350
<br />$ 1,348,000
<br />Structure Subtotal
<br />$ 1.350.000
<br />Right of Way Items:
<br />Quantity
<br />Unit
<br />Unit Cost
<br />Item Total
<br />Total
<br />Utility Relocation'
<br />1
<br />LS
<br />$ 48,000
<br />$ 48.000
<br />DSRSD
<br />-
<br />LS
<br />$ 250,000
<br />$ -
<br />Acquisition costs
<br />1
<br />LS
<br />$ 124.400
<br />$ 124.400
<br />TCE
<br />NIC
<br />Environmental Mitigation (Est)
<br />NIC
<br />Right of Way Subtotal
<br />$ 180,000
<br />Subtotal "Hard Costs"
<br />$ 5,630,000
<br />Soft Costs°
<br />Quantity
<br />Unit
<br />Unit Cost
<br />Item Total
<br />Total
<br />Final Design (12.5%)
<br />1
<br />LS
<br />$ 682,000
<br />$ 682,000
<br />Construction Administration (12.5%)
<br />1
<br />LS
<br />$ 682.000
<br />$ 682,000
<br />Construction Staking (2%)
<br />1
<br />LS
<br />$ 109.000
<br />$ 109,000
<br />Subtotal "Soft Costs"
<br />$ 1,480,000
<br />Grand Total
<br />$ 7,110,000
<br />1. New Pavement Section assumed as 4.5' Asphati. 9.5' Aggregate Base and 1T Aggregate Subbase
<br />2 Cold plane all existing pavement within the project limits.
<br />3. Assume Stoneridge Or sidewalk width to be 8' wide (east of Johnson) 8 10' wide (west of Johnson). Quantity includes elevated HMA bike lane.
<br />4. Reuse existing post and mast arm. Install new sign panels and post foundation.
<br />5. Assume existing street lights are to be salvaged by the Contractor. Place new street lights at approximately 200' spacing.
<br />6. No work in the creek for bridge structure.
<br />7. Utility costs assumes main underground lines remain, only assumes cost for adjusting vaultsRwxesnre hydrants to grade or relocating them.
<br />8. Soft cost is percentage of Roadway . Structure Items (2017 dollars) except R/W Engineering which is 10% of RNV Items.
<br />9. Roadway excavation assumes 2.5' cut into existing ground.
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