Laserfiche WebLink
Preliminary Design Report Addendum No.2 <br />Cost Cakulations for Pipe: Santa Ana Delhi Diversion FM Route No. <br />3 <br />Printed date: 06/1312014 <br />Project year: 2014 <br />The estimated construction cost below, which includes contactor overhead <br />and profit, is for planning purposes only. The output does NOT include <br />contingency, sales toy, or allied costs (design, permitting, construction <br />management, etc. ). <br />Construction Year: 2014 <br />Length: 1000 ft <br />Conduit Type: Force Main <br />Depth of Cover: 6 ft <br />Trench Backfill Type: Imported <br />Disposal Type: No Disposal Cost <br />Manhole Spacing: None <br />Existing Utilities: Complex <br />Dewatering: None <br />Pavement Restoration: Trench Width <br />Traffic: Light <br />Land Acquisition: None <br />Required Easements: None <br />Laud Adjustment Factor: King County Average <br />Trench Safety: Standard <br />Pipe Diameter: 8 in. <br />Outer Diameter <br />0.754 ft <br />Trench Width <br />3.48 ft <br />Excavation Depth <br />7.75 ft <br />Complete Surface Rest. Width <br />5.48 ft <br />Unit Costs (Basis 2008) <br />Ttem <br />Quantity <br />1 Tnit Unit <br />C'nct <br />Ttem Cnct <br />Excavation <br />1.000.0 <br />CY <br />13.00 <br />13.000 <br />Backfill <br />645.0 <br />CY <br />34.00 <br />21.900 <br />Complete Pavement Restoration <br />609.0 <br />SY <br />86.00 <br />52.400 <br />Trench Safety <br />15,500.0 <br />SF <br />0.53 <br />8,220 <br />Spoil Load and Hard <br />1,000.0 <br />CY <br />16.00 <br />16.000 <br />Pipe Unit Material Cost <br />1,000.0 <br />If <br />30.00 <br />30.000 <br />Pipe Installation <br />1,000.0 <br />if <br />22.00 <br />22,000 <br />Place Pipe Zone Fill <br />338.0 <br />CY <br />34.00 <br />11.500 <br />Existing Utilities <br />1.000.0 <br />if <br />32.00 <br />32,000 <br />Traffic Control <br />1.000.0 <br />if <br />8.00 <br />3.000 <br />25F -233 <br />