CUY-SR 174-03.75 Slide
CUY County · est $0.1M
Bid dateThursday, June 18—
CUY County · est $0.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 25 more items below.
| Item | Quantity | R1Schirmer Construction LLC | R2Eclipse CO LLC | R3Lockhart Concrete CO | R4Great Lakes Crushing LTD | % of bid |
|---|---|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $51,000 | $35,274 | $70,000 | $50,000 | 29% |
| 203E20001 EMBANKMENT, AS PER PLAN | 218 CY | $125 | $226 | $225 | $300 | 16% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $8,000 | $39,750 | $25,000 | 6% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (31 CY | $285 | $237 | $250 | $300 | 5% |
| 203E10000 EXCAVATION | 261 CY | $32.00 | $40.00 | $15.00 | $100 | 5% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $6,500 | $9,700 | $10,000 | 5% |
| Item | Quantity | R1Schirmer Construction LLC | R2Eclipse CO LLC | R3Lockhart Concrete CO | R4Great Lakes Crushing LTD |
|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 187.5 FT | $4.00 | $2.50 | $4.00 | $40.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $600 | $333 | $500 | $500 |
| 204E10000 SUBGRADE COMPACTION | 241 SY | $3.00 | $2.50 | $5.00 | $5.00 |
| 204E45000 PROOF ROLLING | 0.5 HOUR | $150 | $212 | $150 | $500 |
| 204E51000 GEOGRID | 134 SY |
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 →
| 622E41100 PORTABLE BARRIER, UNANCHORED | 160 FT | $45.00 | $30.00 | $40.00 | $150 | 4% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 22 CY | $315 | $313 | $350 | $400 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 27 CY | $230 | $271 | $315 | $300 | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $4,200 | $14,900 | $10,000 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 INCHES | 527 SY | $9.00 | $9.50 | $12.00 | $15.00 | 3% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,200 | $2,288 | $2,000 | $1,500 | 3% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 43.5 CY | $95.00 | $69.00 | $50.00 | $200 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,000 | $19,000 | $16,271 | $5,000 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 162.5 FT | $24.00 | $24.00 | $20.00 | $125 | 2% |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 18 CY | $150 | $77.50 | $50.00 | $250 | 2% |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 107 SY | $25.00 | $10.50 | $15.00 | $80.00 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E(NCHRP 350) | 1 EACH | $2,600 | $2,683 | $2,500 | $15,000 | 1% |
| 204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN | 20 CY | $125 | $132 | $30.00 | $200 | 1% |
| 202E23800 BASE REMOVED | 107 SY | $20.00 | $10.00 | $12.00 | $80.00 | 1% |
| $8.00 |
| $4.00 |
| $5.00 |
| $20.00 |
| 616E10000 WATER | 1 MGAL | $50.00 | $59.00 | $50.00 | $10.00 |
| 659E00300 TOPSOIL | 21 CY | $75.00 | $66.50 | $40.00 | $30.00 |
| 659E10000 SEEDING AND MULCHING | 188 SY | $8.00 | $14.50 | $3.00 | $25.00 |
| 659E35000 WATER | 0.5 MGAL | $50.00 | $10.50 | $50.00 | $10.00 |
| 832E30000 EROSION CONTROL | 1,058 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 99 FT | $8.00 | $5.00 | $5.00 | $10.00 |
| 407E10000 TACK COAT | 54 GAL | $3.00 | $2.50 | $3.00 | $5.00 |
| 411E10001 STABILIZED CRUSHED AGGREGATE, AS PER PLAN | 11 CY | $110 | $91.50 | $50.00 | $200 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.08 MILE | $10,200 | $10,182 | $7,000 | $10,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.06 MILE | $10,500 | $10,530 | $13,000 | $15,000 |
| 642E00500 STOP LINE, TYPE 1 | 40 FT | $5.00 | $5.00 | $5.00 | $20.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $55.00 | $67.50 | $55.00 | $100 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, TYPE 1 (BI-DIRECTIONAL) | 6 EACH | $25.00 | $10.50 | $12.00 | $50.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 8 EACH | $25.00 | $18.50 | $10.00 | $50.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 5 EACH | $25.00 | $26.00 | $12.00 | $50.00 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.05 MILE | $18,000 | $9,335 | $6,500 | $10,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 55 FT | $6.00 | $4.00 | $10.00 | $50.00 |
| 620E11000 DELINEATOR, BRACKET MOUNTED, TYPE D | 2 EACH | $125 | $120 | $175 | $25.00 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 40 FT | $5.50 | $5.50 | $12.00 | $25.00 |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 0.06 MILE | $29,040 | $18,965 | $19,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $51,000 | $51k | 27% |
| 203E20001 EMBANKMENT, AS PER PLAN | 218 CY | $125 | $27k | 14% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 5% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (31 CY | $285 | $9k | 5% |
| 203E10000 EXCAVATION | 261 CY | $32 | $8k | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $8k | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 160 FT | $45 | $7k | 4% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 22 CY | $315 | $7k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 27 CY | $230 | $6k | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $6k | 3% |