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712 <br />LTP SLN <br />001 <br />City of San Leandro - Site A <br />1 LS Mobilization <br />53,000.00 53,000.00 <br />80 LF Remove Metal Beam Guardrailing 30.00 <br />1 EA Remove Concrete Drainage Inlet Swale 3,000.00 <br />50 LF Remove Down Drain 78.00 <br />200 SY Clearing and Grubbing 40.00 <br />193 CY Excavation (roadway) <br />200.00 <br />21 CY Excavation (structure pile base)260.00 <br />154 LF <br />24" Cast-In-Drilled-Hole 290.00 <br />140 LF 24" Cast-In-Drilled-Hole (Rock Socket) 920.00 <br />350 LF Steel Soldier Pile <br />148.00 <br />294 LF 24" Cast-In-Drilled-Hole Concrete (Soldier Pile)330.00 <br />309 SF Concrete Lagging <br />105.00 <br />48 SY Geocomposite Drain 112.00 <br />1 EA Concrete Drain Inlet 4,200.00 <br />70 LF HDPE Downdrain <br />210.00 <br />2,400.00 <br />3,000.00 <br />3,900.00 <br />8,000.00 <br />38,600.00 <br />5,460.00 <br />44,660.00 <br />128,800.00 <br />51,800.00 <br />97,020.00 <br />32,445.00 <br />5,376.00 <br />4,200.00 <br />14,700.00 <br />5 CY Rock Slope Protection Class II 650.00 3,250.00 <br />228 CY Class 2 Aggregate Base 180.00 <br />41,040.00 <br />80 LF Metal Beam Guardrailing 270.00 21,600.00 <br />350 LF Pavement Striping 2.00 <br />700.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />120 TN 290.00 34,800.00Hot Mix ASphalt <br />594,751.00 <br />The work cannot be done under EO as it cannot be done in 270 days. <br />This repair method will be staged and constructed from the above roadway and will not require any access or easements to the <br />adjacent downslope private property. The hillside below the newly constructed retaining structure will remain in its current condition <br />and with minimal environmental impact to the creek below. <br />Betterment is less expensive than Repair In Kind, formula in cell K44 (of Betterment Justification Form) is not applicable. Repair <br />In-Kind is more costly and access is extremely difficult. Repair in kind will require acquisition of an easement and will require extensive <br />regulatory consultation and permitting due (predominantly) to proximity to the creek.