PIC-SR 674-10.19/10.35
PIC County · est $0.5M
Bid dateThursday, March 12—
PIC County · est $0.5M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 5.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 22 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Complete General Construction Company | R4Sunesis Construction CO | R5Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 1,800 FT | $50.00 | $110 | $93.00 | $108 | $104 | 25% |
| 507E00400 STEEL PILES, MISC.:W21X50 STEEL BEAM, FURNISHED | 1,755 FT | $23.75 | $25.00 | $42.00 | $33.90 | $35.00 | 11% |
| 524E95000 DRILLED SHAFTS, MISC.:PLUG PILE, 30" DIAMETER (UNR | 645 FT | $57.00 | $105 | $115 | $102 | $90.00 | 10% |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Complete General Construction Company | R4Sunesis Construction CO | R5Eclipse CO LLC |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 643.75 FT | $5.00 | $2.00 | $2.00 | $9.91 | $3.00 |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" | 90 FT | $24.00 | $12.00 | $125 | $18.21 | $73.00 |
| 203E10000 EXCAVATION | 4 CY | $40.00 | $70.00 | $100 | $23.30 | $168 |
| 203E20000 EMBANKMENT | 17 CY |
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 →
| 611E96550 FIELD PAVING OF EXISTING PIPE, TYPE A, 108" DIAMET |
| 90 FT |
| $380 |
| $225 |
| $410 |
| $204 |
| $46.00 |
| 9% |
| 601E34401 ROCK CHANNEL PROTECTION, WITH GROUT, AS PER PLAN, | 165 CY | $156 | $145 | $115 | $233 | $200 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $24,750 | $20,000 | $20,000 | $41,682 | $49,599 | 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 52 CY | $330 | $315 | $315 | $315 | $325 | 5% |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $14,205 | $20,050 | $10,000 | $18,188 | $17,530 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 43 CY | $320 | $315 | $315 | $315 | $325 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $12,000 | $9,750 | $16,000 | $8,546 | $21,973 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $8,200 | $8,000 | $5,000 | $10,395 | $12,500 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 343.75 FT | $20.00 | $18.40 | $18.40 | $18.50 | $19.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" THICKNESS | 1,067 SY | $6.00 | $5.25 | $5.25 | $6.06 | $5.50 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,900 | $3,954 | $6,000 | $3,963 | $15,000 | 2% |
| 617E10100 COMPACTED AGGREGATE, 8" THICKNESS | 47 CY | $120 | $85.00 | $80.00 | $111 | $113 | 2% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" THICKNESS | 500 SY | $10.00 | $10.00 | $10.00 | $10.72 | $10.50 | 1% |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $7,200 | $8,500 | $6,111 | $4,604 | 1% |
| 606E13000 GUARDRAIL, TYPE 5 | 250 FT | $19.99 | $17.60 | $17.60 | $16.50 | $19.50 | 1% |
| 621E00100 RPM | 15 EACH | $267 | $195 | $250 | $229 | $174 | 1% |
| $15.00 |
| $55.00 |
| $125 |
| $55.64 |
| $39.50 |
| 209E60500 LINEAR GRADING | 0.16 MILE | $9,500 | $9,000 | $5,000 | $18,167 | $4,198 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 0.16 MILE | $16,000 | $11,500 | $5,000 | $48,454 | $4,198 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP350 | 1 EACH | $2,600 | $2,275 | $2,275 | $2,250 | $2,503 |
| 690E98300 SPECIAL - TEMPORARY ACCESS DRIVE WITH NON-ERODIBLE | 57 SY | $65.00 | $65.00 | $46.00 | $35.28 | $70.50 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 484 SY | $5.00 | $8.50 | $5.00 | $9.58 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $1,600 | $500 | $500 | $500 | $515 |
| 659E31000 LIME | 0.1 ACRE | $1,600 | $100 | $200 | $100 | $206 |
| 659E35000 WATER | 3 MGAL | $5.00 | $10.00 | $1.00 | $10.00 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 91 GAL | $3.00 | $3.25 | $3.25 | $3.25 | $3.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 15 EACH | $42.00 | $15.00 | $25.00 | $1.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 18 EACH | $16.00 | $6.25 | $18.00 | $8.50 | $11.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.16 MILE | $6,600 | $900 | $1,200 | $7,179 | $1,793 |
| 642E00300 CENTER LINE, TYPE 1 | 0.08 MILE | $12,000 | $1,760 | $2,200 | $9,475 | $3,507 |
| 407E20000 NON-TRACKING TACK COAT | 20 GAL | $3.00 | $3.25 | $3.25 | $3.25 | $3.50 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN, TYP | 2 SNMT | $1,700 | $1,100 | $995 | $1,000 | $1,030 |
| 503E21100 UNCLASSIFIED EXCAVATION | 2 CY | $200 | $150 | $500 | $53.27 | $333 |
| 602E20000 CONCRETE MASONRY | 1 CY | $1,800 | $1,100 | $2,500 | $1,340 | $1,102 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,400 | $6,500 | $5,000 | $6,700 | $16,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 1,800 FT | $50 | $90k | 23% |
| 507E00400 STEEL PILES, MISC.:W21X50 STEEL BEAM, FURNISHED | 1,755 FT | $23.75 | $42k | 10% |
| 524E95000 DRILLED SHAFTS, MISC.:PLUG PILE, 30" DIAMETER (UNR | 645 FT | $57 | $37k | 9% |
| 611E96550 FIELD PAVING OF EXISTING PIPE, TYPE A, 108" DIAMET | 90 FT | $380 | $34k | 9% |
| 601E34401 ROCK CHANNEL PROTECTION, WITH GROUT, AS PER PLAN, | 165 CY | $156 | $26k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $24,750 | $25k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 52 CY | $330 | $17k | 4% |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $14,205 | $14k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 43 CY | $320 | $14k | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $12,000 | $12k | 3% |