[Supplemental]_Cut_Fill_Report_(REVISED).pdf
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- Solicitation number
- 2026.013-LUT CPS
- Issued by
- Washington County, Oregon
About this file
Century Boulevard Extension Cut/Fill Report Summary
This is a supplemental cut/fill report prepared by Rasik Sanghani on March 6, 2026, for the Century Boulevard Extension project (Project #P0021687W.1) in Washington County, Oregon, as part of the Department of Land Use & Transportation's procurement for roadway and infrastructure construction from SE Lois Street to E Main Street. The report documents earthwork volumes across multiple construction stages, including roadway widening, driveways, curb ramps, sidewalks, and the flood overflow channel. The analysis encompasses 248,714.84 square feet of work across stages 0A, 0B, 1, 2, and 3, with detailed volume calculations for each distinct work area including pond construction, roadway segments, and channel work. Total earthwork quantities reflect 8,135.61 cubic yards of cut material and 12,710.47 cubic yards of fill material, resulting in a net requirement of 4,574.86 cubic yards of fill across the project.
The cut/fill report indicates that the largest earthwork requirements are concentrated in the flood overflow channel (3,057.84 cubic yards net fill) and the stage 3 segments north of the park to bridge (3,082.46 cubic yards net fill) and north of bridge to main (4,705.63 cubic yards net fill). Individual work items range from minimal earthwork of less than one cubic yard to substantial operations exceeding 700 cubic yards, demonstrating the project's complexity across various construction zones. All volume calculations utilized standard cut and fill factors of 1.000, indicating no adjustments were applied to the baseline measurements, and the report serves as a foundational cost estimation document for the project's competitive sealed bidding process with an estimated contract value between $20,000,000 and $50,000,000.
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Text version
Cut/Fill Report
Generated: 2026-03-06 13:55:33
By user: rasik.sanghani
Drawing:
P:\Washington County, OR\P0021687W.1\Execution\Design\Cost Estimates\100% Cost Estimate\Cost Estimate CAD Files\P:\Washington County, OR\P0021687W.1\Execution\Design\Cost Estimates\100% Cost Estimate\Cost Estimate CAD Files\Stages Earthwork.dwg
Volume Summary
Name Type Cut
Factor Fill
Factor 2d Area (Sq. Ft.)
Cut (Cu.Yd.)
Fill (Cu.Yd.)
Net (Cu. Yd.)
Pond (1).1 bounded 1.000 1.000 18124.58 2024.74 1666.75 357.99<Cut>
Stage 1 East Roadway/drwy/NE corner curb ramp-"C"/"B" bounded 1.000 1.000 5011.96 6.69 173.35 166.67<Fill>
Stage 1 Turn around
- "L" bounded 1.000 1.000 1330.25 0.35 23.56 23.21<Fill>
Stage 1 NE corner curb ramp-"L"/"OC" bounded 1.000 1.000 798.37 3.22 0.92 2.30<Cut>
Stage 1 Dead End crossway - "L" bounded 1.000 1.000 859.73 6.83 0.47 6.35<Cut>
Stage 1 West roadway/sdwk/ drwy-"C"/"M"/"park" bounded 1.000 1.000 11431.85 12.74 164.40 151.66<Fill>
Stage 1 SE corner curb ramp/ sdwlk-"C"/"A" bounded 1.000 1.000 1834.22 19.58 0.89 18.69<Cut>
Stage 1 NW corner curb ramp-"L"/"OC" bounded 1.000 1.000 596.61 0.24 6.58 6.34<Fill>
Stage 1 SE corner curb ramp & sdwk/ drwy-Cen/Lois bounded 1.000 1.000 1845.47 4.54 9.59 5.04<Fill>
Stage 1 new roadway/sdwk-Cen/ Lois bounded 1.000 1.000 54425.88 698.06 606.07 91.99<Cut>
Stage 1 SW corner curb ramp-Cen/Lois bounded 1.000 1.000 1036.94 3.56 2.17 1.38<Cut>
Stage 1 Driveway - "L" bounded 1.000 1.000 450.00 0.09 1.57 1.48<Fill>
Stage 1 East Roadway/drwy/NE corner curb ramp-"C"/"A"/"B" bounded 1.000 1.000 24928.08 99.49 208.60 109.11<Fill>
Stage 0B Driveway West 5 bounded 1.000 1.000 242.56 0.16 3.90 3.74<Fill>
Stage 0B Driveway West 1 bounded 1.000 1.000 198.86 0.04 0.68 0.65<Fill>
Stage 0B West Roadway S bounded 1.000 1.000 6300.28 34.30 18.32 15.98<Cut>
Stage 0B Driveway West 2 bounded 1.000 1.000 216.19 0.26 0.37 0.11<Fill>
Stage 0B Driveway West 6 bounded 1.000 1.000 277.97 0.00 3.82 3.82<Fill>
Stage 0B Driveway West 3 bounded 1.000 1.000 219.52 0.51 0.02 0.49<Cut>
Stage 0B Driveway West 8 bounded 1.000 1.000 525.00 0.00 11.31 11.31<Fill>
Stage 0B West Roadway N bounded 1.000 1.000 1947.25 12.13 9.79 2.34<Cut>
Stage 0A Driveway East 3 bounded 1.000 1.000 573.50 0.00 12.10 12.10<Fill>
Stage 0A Driveway East 1 bounded 1.000 1.000 1528.24 11.12 0.24 10.88<Cut>
Stage 0A Driveway East 2 bounded 1.000 1.000 573.50 0.78 2.23 1.45<Fill>
Stage 0A East Roadway bounded 1.000 1.000 1543.60 0.51 43.42 42.92<Fill>
Stage 0B Driveway West 7 bounded 1.000 1.000 459.10 0.04 2.95 2.91<Fill>
Stage 0B Driveway West 4 bounded 1.000 1.000 254.25 0.00 3.35 3.35<Fill>
Stage 2 Maple St bounded 1.000 1.000 2648.94 0.11 15.73 15.62<Fill>
Stage 2 Park Entrance bounded 1.000 1.000 797.04 0.00 15.56 15.56<Fill>
Overflow Channel.1 bounded 1.000 1.000 37282.92 3060.76 2.92 3057.84<Cut>
Stage 3 SE corner curb ramps - "C"/"Main" bounded 1.000 1.000 840.46 0.37 5.78 5.41<Fill>
Stage 3 SW corner curb ramps - "C"/"Main" bounded 1.000 1.000 529.99 4.28 0.24 4.04<Cut>
Stage 3 north of Bridge to Main - "C" bounded 1.000 1.000 7933.40 0.04 4705.67 4705.63<Fill>
Stage 3 Center roadway-"C" bounded 1.000 1.000 12518.97 3.15 145.39 142.24<Fill>
Stage 3 north of park to Bridge - "C" bounded 1.000 1.000 44354.13 1756.91 4839.37 3082.46<Fill>
Stage 3 Maintenance Access Road - "C" bounded 1.000 1.000 4275.24 370.02 2.36 367.66<Cut>
Totals
2d Area (Sq. Ft.)
Cut (Cu. Yd.)
Fill (Cu. Yd.)
Net (Cu. Yd.)
Total 248714.84 8135.61 12710.47 4574.86<Fill>
* Value adjusted by cut or fill factor other than 1.0
File details come from the government source that posted it. Updated .