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Learn more →Work includes approx. 1 LS of clearing and grubbing; 3 EA of removing drainage structure; 2,830 LF of sawcutting pavement; 50 LF removal and reinstall fence; 65 LF of removing existing pipe; 441, abandon existing pipe; 1,600 CY of roadway excavation; 2,630 TN of crushed surface base course; 2 EA of grate inlet type 2; 31 LF of 4" drain pipe; 2,233 LF of testing storm sewer pipe; 1,479 LF of 36" storm sewer pipe; 1,910 SF of structural earth wall; 1,050 TN of HMA CL 3/8" PG 64H-28; erosion control;2,340 LF of cement concrete traffic curb n gutter; 3,460 LF of 6" painted white wide line; 1 LS of pedestrian traffic control; 97 SF of permanent signing; 1 LS of rectangular rapid flashing beacon-mid block; 360 LF of pedestrian handrail; 21,032 SF of shoring or extra excavation; 580 SY cement concrete sidewalk; 70 SY of cement concrete curb ramp; 2 EA of connection to drainage structure;
Posted Date
-
Due Date
Jan 6, 2026
Close: Jan 6, 2026
Work includes approx. 1 LS of clearing and grubbing; 3 EA of removing drainage structure; 2,830 LF of sawcutting pavement; 50 LF removal and reinstall fence; 65 LF of removing existing pipe; 441, abandon existing pipe; 1,600 CY of roadway excavation; 2,630 TN of crushed surface base course; 2 EA of grate inlet type 2; 31 LF of 4" drain pipe; 2,233 LF of testing storm sewer pipe; 1,479 LF of 36" storm sewer pipe; 1,910 SF of structural earth wall; 1,050 TN of HMA CL 3/8" PG 64H-28; erosion control;2,340 LF of cement concrete traffic curb n gutter; 3,460 LF of 6" painted white wide line; 1 LS of pedestrian traffic control; 97 SF of permanent signing; 1 LS of rectangular rapid flashing beacon-mid block; 360 LF of pedestrian handrail; 21,032 SF of shoring or extra excavation; 580 SY cement concrete sidewalk; 70 SY of cement concrete curb ramp; 2 EA of connection to drainage structure;
AvailableThis project scope consists of the following Work: Analyzing the existing stormwater basin that discharges into the Wenatchee River and designing the stormwater system including treatment facilities, that will connect to existing facilities as required; Preparing/submitting/reviewing of roadway and stormwater concept(s) at 10% design including costs and risks associated with the concept(s); Preparing/ submitting/reviewing fill retaining wall type(s) such as gravity block/gabion baskets or structural earth walls (SEWs) at 10% design including costs and risks associated with the concept(s); Work with the County at 60% design completion to identify right of way and environmental impacts. See attached file.
Posted Date
Nov 15, 2025
Due Date
Dec 5, 2025
Release: Nov 15, 2025
Close: Dec 5, 2025
This project scope consists of the following Work: Analyzing the existing stormwater basin that discharges into the Wenatchee River and designing the stormwater system including treatment facilities, that will connect to existing facilities as required; Preparing/submitting/reviewing of roadway and stormwater concept(s) at 10% design including costs and risks associated with the concept(s); Preparing/ submitting/reviewing fill retaining wall type(s) such as gravity block/gabion baskets or structural earth walls (SEWs) at 10% design including costs and risks associated with the concept(s); Work with the County at 60% design completion to identify right of way and environmental impacts. See attached file.
This project scope consists of the following work: 1) analyzing the existing stormwater basin and designing the stormwater system including treatment facilities as required; 2) preparing/submitting/reviewing of roadway and stormwater concept(s) at 10% design including costs and risks associated with the concept(s); 3) analyzing and designing the intersection illumination system to meet design light levels, coordinate with pud work with the county at 60% design completion to identify right of way and environmental impacts; 4) preparing and submitting a final hydraulics report by 90% design completion. See attached file.
Posted Date
Nov 15, 2025
Due Date
Dec 5, 2025
Release: Nov 15, 2025
Close: Dec 5, 2025
This project scope consists of the following work: 1) analyzing the existing stormwater basin and designing the stormwater system including treatment facilities as required; 2) preparing/submitting/reviewing of roadway and stormwater concept(s) at 10% design including costs and risks associated with the concept(s); 3) analyzing and designing the intersection illumination system to meet design light levels, coordinate with pud work with the county at 60% design completion to identify right of way and environmental impacts; 4) preparing and submitting a final hydraulics report by 90% design completion. See attached file.
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