Closing soon

Johnson County Bridge Replacement RFP

Description: The proposed work includes the construction of a 67'-7 7/8" long, single span, w33x118 steel I-girder bridge at 20-degree R.A. Skew and -6. 88% grade.

Buyer: Johnson County
County · MO, US
Released: Sep 29, 2026
Closes: Oct 26, 2026(1 days left)

RFP documents & timeline

From the first pre-RFP signals to the published RFP and its files.

Board meeting
Jun 26, 2025
460 days before RFP
The Commission approved an extension to McClure Engineering’s design contract for the NW 1771st Road bridge replacement, requiring final PS&E approval by MoDOT on or before October 31, 2025.
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Supplemental Agreement to Extend Work Deadline for BRO-R050(42) NW 1771st Rd over Blackwater Commissioner Kavanaugh moved, with Commissioner Sproat seconding, to approve Supplemental Agreement No. 4 to the Engineering Services Contract dated March 20, 2023, between Johnson County and McClure Engineering for the design of the NW 1771st Road Bridge…

Key Contacts on this RFP

Decision makers connected to this RFP from Johnson County.

Sharon LillardChief Deputy Collector

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Marcy AndersonCircuit Clerk

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Laura Neth SmithCollector

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George TaylorCounty Assessor

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Johnson County

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Sep 29, 2026

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Johnson County Bridge Replacement RFP

The proposed work includes the construction of a 67'-7 7/8" long, single span, w33x118 steel I-girder bridge at 20-degree R.A. Skew and -6. 88% grade.

Ohio Department of Transportation

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Bridge Replacement (1 BRIDGE) C/R/S: MOT Johnson Station Rd Bridge RFP

Work includes: in accordance with plans and specifications by removing an existing single-span steel bridge, abutments, and approach slabs and replacing with a single-span prestressed concrete box beam structure, semi-integral abutments on capped piles, and new approach slabs. Project also includes minor asphalt paving at approaches, guardrail upgrades, erosion control improvements and other related work. Major items feature 723.000 SY of pavement removal; 191.000 FT of guardrail removed; 55.000 CY of excavation; 57.000 CY of embankment; 150.000 FT of guardrail, type MGS; 911.000 SY of pavement planing, asphalt concrete; 43.000 CY of asphalt concrete base; 11.000 EA of prestressed concrete composite box beam bridge members; and 147.000 SY of reinforced concrete approach slabs.

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Work include 180 LF 15" storm sewer pipe; 41 LF 18" storm sewer pipe; 69 LF 24" storm sewer pipe; 17,293 CY excavation; 1,084 CY siltation control excavation; 334 LF temp. Silt fence type b; 12,168 LF rumble strip cylindrical asphalt; 14,579 LF saw-cut asphalt concrete (18 in. Depth); 153 CY conc. Cl. A4 bridge appr. Slab const. ; 4,931 CY structure excavation const; 217 LF bridge substructure rock socket drilled shaft (48" dia).