Trentman Street Bridge Replacement and Pavement Improvements

The major work will consist of the (approximate) following:

UNIT I: WATER IMPROVEMENTS

220 LF 8” PVC Water Line By Open Cut

120 LF 8” DI Water Line By Open Cut

110 LF 20” Casing By Other Than Open Cut

5 EA 8” Gate Valves

UNIT II: SANITARY SEWER IMPROVEMENTS

410 LF 8” PVC Sewer Line By Open Cut

70 LF 8” DIP Sewer Line By Open Cut

120 LF 10” DIP Sewer Line By Open Cut

320 LF 18” Sewer Line By Open Cut

4 EA 4’ Manholes with Water Tight Hinged Frame, Cover & Grade Rings

2 EA 4’ Drop Manholes with Water Tight Hinged Frame, Cover & Grade Rings

UNIT III: STORM AND CHANNEL IMPROVEMENTS

580 LF Reinforced Concrete Pipe

6 EA Curb Inlets

3,600 CY Excavation (Channel Improvements)

150 CY Site Excavated Fill (Channel Improvements)

1,580 SY Block Riprap, Dry (8” ACB)

800 SY Turf Reinforcing Mat w/ Seeding

UNIT IV: PAVING & BRIDGE IMPROVEMENTS

2,610 SY 6” Concrete Pavement

46 TONS Hydrated Lime

2,740 SY 8” Lime Treatment

8 TONS CEMLIME

470 SY 8” Cement Treatment

450 SY 3” Asphalt Type D

5,630 SF 4” Concrete Sidewalk

1 EA Roadway Illumination Pole

430 CY Unclassified Excavation By Plan

2,131 CY Embankment By Plan

890 SF Retaining Wall (MSE)

2,970 SF Reinforced Concrete Slab (HPC)

1,080 LF Drill Shaft (36-In)

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