CUY-SR 82-00.93
CUY County · est $0.6M
Bid dateThursday, January 15—
Awarded toGEOTECH SERVICES INC$649,538.5
Project scope
Bid form · ODOT
- Maintaining Traffic24%
- Earthwork17%
- Drainage17%
- Erosion & Landscaping17%
- Structures / Bridge7%
- Aggregate & Base7%
- Other10%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 837E10001 LINER PIPE, AS PER PLAN, 120" | 177 FT | $1,800 | $319k | 49% |
| 837E21001 BACKFILL FOR LINER PIPE, AS PER PLAN Section 5 - STRUCTURE 20 FOOT SPAN AND UNDER (SFN 18 - Totals Awd $484,530.00 2 $445,350.00 3 $512,390.00 4 $582,150.34 5 $519,845.78 | 176 FT | $600 | $106k | 16% |
| 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL | 120 CY | $260 | $31k | 5% |
| 601E23000 ARTICULATING CONCRETE BLOCK REVETMENT SYSTEM, TYPE | 13 SY | $2,000 | $26k | 4% |
| 624E10000 MOBILIZATION Section 6 - INCIDENTALS - Totals Awd $85,000.00 2 $40,600.00 3 $43,500.00 4 $51,796.92 5 $90,549.93 | 1 LS | $22,000 | $22k | 3% |
| 203E10000 EXCAVATION | 130 CY | $125 | $16k | 3% |
| 659E00300 TOPSOIL | 275 CY | $58 | $16k | 2% |
| 601E11000 RIPRAP, TYPE D | 36 SY | $405 | $15k | 2% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: BELEVED INLET ROUNDING | 3 CY | $4,550 | $14k | 2% |
| 202E98300 REMOVAL MISC.: CONCRETE RIPRAP | 21 SY | $515 | $11k | 2% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 9 more items below.
Rank 1Geotech Services INC$650kRank 2Shook Company LLC$679kRank 3Black Horse Bridge Construction INC$683kRank 4Daniel R Schmoldt Enterprises INC$729kRank 5Madex Construction CO$799k
| Item | Quantity | R1Geotech Services INC | R2Shook Company LLC | R3Black Horse Bridge Construction INC | R4Daniel R Schmoldt Enterprises INC | R5Madex Construction CO | % of bid |
|---|---|---|---|---|---|---|---|
| 837E10001 LINER PIPE, AS PER PLAN, 120" | 177 FT | $1,800 | $1,900 | $1,780 | $2,678 | $1,835 | 50% |
| 837E21001 BACKFILL FOR LINER PIPE, AS PER PLAN Section 5 - STRUCTURE 20 FOOT SPAN AND UNDER (SFN 18 - Totals Awd $484,530.00 2 $445,350.00 3 $512,390.00 4 $582,150.34 5 $519,845.78 | 176 FT | $600 | $700 | $780 | $521 | $650 | 16% |
| 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL | 120 CY | $260 | $200 | $215 | $220 | $268 | 5% |
| 601E23000 ARTICULATING CONCRETE BLOCK REVETMENT SYSTEM, TYPE | 13 SY | $2,000 | $1,500 | $1,620 | $300 | $1,644 | 4% |
| 624E10000 MOBILIZATION Section 6 - INCIDENTALS - Totals Awd $85,000.00 2 $40,600.00 3 $43,500.00 4 $51,796.92 5 $90,549.93 | 1 LS | $22,000 | $30,000 | $20,000 | $25,000 | $44,588 | 3% |
| 203E10000 EXCAVATION | 130 CY | $125 | $35.00 | $42.00 | $50.00 | $73.16 | 3% |
| 659E00300 TOPSOIL | 275 CY | $58.00 | $50.00 | $54.00 | $28.00 | $62.63 | 2% |
| 601E11000 RIPRAP, TYPE D | 36 SY | $405 | $200 | $440 | $145 | $594 | 2% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: BELEVED INLET ROUNDING | 3 CY | $4,550 | $5,000 | $4,200 | $475 | $2,458 | 2% |
| 202E98300 REMOVAL MISC.: CONCRETE RIPRAP | 21 SY | $515 | $100 | $24.00 | $85.00 | $96.13 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 31 CY | $340 | $200 | $240 | $195 | $270 | 2% |
| 203E20000 EMBANKMENT Section 1 - ROADWAY - Totals Awd $16,200.00 2 $46,107.00 3 $23,394.00 4 $18,745.00 5 $41,295.14 | 91 CY | $112 | $50.00 | $30.00 | $60.00 | $99.70 | 2% |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $8,850 | $5,000 | $14,700 | $5,000 | $20,693 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,600 | $30,000 | $6,000 | $14,297 | $15,747 | 1% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $7,500 | $10,030 | $47,450 | $15,000 | $73,266 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,500 | $15,000 | $7,500 | $7,500 | $16,635 | 1% |
| 659E00540 SEEDING AND MULCHING, CLASS 3C | 2,480 SY | $2.00 | $4.00 | $1.70 | $3.25 | $11.58 | 1% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.26 MILE | $12,000 | $12,500 | $11,500 | $12,650 | $15,053 | 0% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $84,523.00 2 $107,780.50 3 $93,532.00 4 $66,134.00 5 $133,830.04 | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 0% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $75.00 | $50.00 | $85.00 | $85.00 | $116 | 0% |
Show all 29 line items
| Item | Quantity | R1Geotech Services INC | R2Shook Company LLC | R3Black Horse Bridge Construction INC | R4Daniel R Schmoldt Enterprises INC | R5Madex Construction CO |
|---|---|---|---|---|---|---|
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $450 | $50.00 | $400 | $2,500 | $73.68 |
| 659E20000 COMMERCIAL FERTILIZER | 0.33 TON | $1,700 | $1,000 | $1,400 | $1,600 | $2,316 |
| 659E31000 LIME | 0.51 ACRE | $150 | $1,000 | $100 | $500 | $1,158 |
| 659E35000 WATER | 13 MGAL | $1.00 | $1.00 | $1.00 | $2.00 | $9.53 |
| 642E00204 LANE LINE, 6", TYPE 1 | 0.26 MILE | $3,900 | $5,700 | $3,750 | $4,125 | $5,789 |
| 642E01300 LANE ARROW, TYPE 1 Section 3 - TRAFFIC CONTROL - Totals Awd $1,722.00 2 $1,694.00 3 $1,575.00 4 $1,732.50 5 $2,315.78 | 4 EACH | $170 | $60.00 | $150 | $165 | $203 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 249 FT | $3.00 | $1.00 | $3.00 | $2.75 | $6.95 |
| 614E30400 WORK ZONE ARROW, CLASS I, 740.06, TYPE I Section 4 - MAINTENANCE OF TRAFFIC - Totals Awd $6,703.00 2 $8,007.00 3 $8,237.00 4 $8,583.75 5 $11,480.03 | 4 EACH | $285 | $301 | $275 | $303 | $301 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $10,000 | $10,000 | $5,000 | $13,579 |
Project details
- Description
- CUY-SR 82-00.93
- Type of work
- Drainage
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →