| Location: | Ohio |
|---|---|
| Posted: | Apr 30, 2026 |
| Due: | May 14, 2026 |
| Agency: | Huron County Engineer |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
| Project Title | Bid Date | Completion Date | Engineer Estimate | Legal Advertisement | Plan Holders List | Questions and Answers | Addendum | Bid Tabulation |
| Ridge Road Resurfacing Phase 1 | May 14, 2026 | Oct 09, 2026 |
Ridge Road Resurfacing - Phase 1
* 11/2" at crown, 13/4" calculated
Bridge 1,800 ft south of Peru Olena Rd. to Hasbrock Rd.: 2.5 mi (13,400 ft.) width varies from 18-21 ft.
Asphalt Level Course, with an Asphalt Surface Course 1 3/4" (Avg.) Overlay
Paint Markings from Townline 131 Rd. to Hasbrock Rd. , 2.5 miles
April 28, 2026
Description Unit Cost Total Cost
1 103.5 |Premium Contract Bond 1 is $4,000.00 $4,000.00
2 202 |Concrete Drive Removal, as per plan 230 sY $50.00 $11,500.00
Ej 204 |Subgrade Compaction 230 SY $4.00 $920.00
4 209 Linear Grading 500 FL. $2.00 $1,000.00
5 253 |Full Depth Pavement Repair, 6", as per plan 400 sy $65.00 $26,000.00
6 253 _ |Full Depth Pavement Repair/Widening, 6", as per plan 400 sy $65.00 $26,000.00
7 254 Pavement Planning, Butt Joints u EA $1,000.00 $11,000.00
(0" - 1.3/4"), as per plan
8 254 |Pavement Planning, (2"), as per plan 4,000 sY $2.00 $8,000.00
9 304 |Aggregate Base (6") 40 cy $100.00 $4,000.00
10 407 |Tack Coat @ 0.1 Gal/SY, non-tracking 4,000 GAL $2.50 $10,000.00
. h, T 1, Vari
rr 441 Asphalt Conc. , Level/Scratch, Type 1, Variable, 150 cy $225.00 $33,750.00
PG64-22, as per plan
Asphalt Conc., Surface Course, Type 1, 1 3/4" (Avg.),
12 441 | 660.22, as sack 1,400 cy $200.00 $280,000.00
Asphalt Conc., Intersections, Surface Course, Type 1,
13 441 13/4" (Avg.), PG64-22, as per plan 150 cy $250.00 $37,500.00
Asphalt Conc., Drives Surface Course, Type 1,
14 | 441 |anlavg.), PG6#-22, a8 per plan 40 cy $350.00 $14,000.00
ae 'aay [Asphalt Conc., Inter. Course, Type 1, 1 3/4", _ - $195.00 $39,000.00
PG64-22, as per plan
614 |Maintaining Traffic 1 Ls $15,000.00 $15,000.00
617 {Stabilized Crushed Agg. (berm), as per plan 400 (TM)N $60.00 $24,000.00
18 623 |Monument Boxes, Adjust to Grade 5 EA $500.00 $2,500.00
19 624 |Mobilization 1 Ls $5,000.00 $5,000.00
20 642 |Center Line 2.5 Mile $1,200.00 $3,000.00
21 642 |Edge Line 5.0 Mile $800.00 $4,000.00
22 644 Stop Bars, 24" FT. $20.00 $2,000.00
Contingencies
$7,830.00
Total =
$7,830.00
$570,000.00

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