Pre-US 40-06.73
Preble County · est $0.5M
Bid dateThursday, October 1—
Preble County · est $0.5M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 9.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 38 more items below.
| Item | Quantity | R1Brumbaugh Construction INC | R2Eagle Bridge CO | R3Sunesis Construction CO | R4Complete General Construction Company | R5John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|---|---|
| 515E12051 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $32,000 | $33,000 | $37,185 | $33,500 | $35,523 | 46% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 3,000 DLR | $40.00 | $34.00 | $30.00 | $29.00 | $38.00 | 19% |
| 511E53014 CLASS QC3 CONCRETE, MISC.:SUPERSTRUCTURE CONCRETE | 40 CY | $1,200 | $1,400 | $1,039 | $1,200 | $1,985 | 8% |
| Item | Quantity | R1Brumbaugh Construction INC | R2Eagle Bridge CO | R3Sunesis Construction CO | R4Complete General Construction Company | R5John R Jurgensen Company |
|---|---|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,500 | $5,000 | $3,907 | $10,000 | $9,392 |
| 202E38000 GUARDRAIL REMOVED | 400 FT | $5.00 | $3.00 | $1.40 | $1.80 | $7.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 3 EACH | $350 | $250 | $182 | $265 | $175 |
| 203E10000 EXCAVATION | 43 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 →
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, |
| 1 LS |
| $40,000 |
| $3,000 |
| $40,139 |
| $20,000 |
| $30,639 |
| 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 21 CY | $840 | $800 | $800 | $745 | $694 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 105 FT | $145 | $156 | $163 | $170 | $183 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $13,928 | $18,000 | $25,117 | $20,000 | $20,000 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 22 CF | $450 | $688 | $688 | $700 | $688 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 30 CY | $300 | $300 | $310 | $308 | $295 | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,100 | $1,950 | $2,275 | $2,145 | $1,950 | 1% |
| 614E12420 DETOUR SIGNING | 1 LS | $8,000 | $9,000 | $12,688 | $15,000 | $7,455 | 1% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 6,132 LB | $1.25 | $1.50 | $1.10 | $1.50 | $1.30 | 1% |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 36 EACH | $200 | $200 | $242 | $227 | $288 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 3 EACH | $2,300 | $2,150 | $2,700 | $2,330 | $2,400 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 375 FT | $18.00 | $16.50 | $17.40 | $19.80 | $21.50 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,500 | $7,500 | $4,767 | $8,000 | $4,769 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $5,000 | $41,000 | $4,992 | $75,000 | $20,635 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1.5") | 381 SY | $12.00 | $11.00 | $11.00 | $10.00 | $31.92 | 1% |
| 203E20000 EMBANKMENT | 218 CY | $18.00 | $40.00 | $45.98 | $40.00 | $59.40 | 1% |
| $18.00 |
| $50.00 |
| $10.52 |
| $35.00 |
| $35.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,000 | $925 | $925 | $985 | $1,100 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $3,000 | $1,250 | $623 | $5,940 | $2,100 |
| 659E10000 SEEDING AND MULCHING | 838 SY | $2.50 | $5.00 | $3.74 | $5.02 | $3.75 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $650 | $1,250 | $450 | $568 | $500 |
| 659E31000 LIME | 0.2 ACRE | $1.00 | $10.00 | $10.00 | $89.70 | $200 |
| 659E35000 WATER | 2.4 MGAL | $1.00 | $1.00 | $10.00 | $1.20 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 73 GAL | $2.00 | $5.00 | $5.00 | $5.00 | $19.92 |
| 621E00100 RPM | 2 EACH | $1,000 | $1,460 | $1,460 | $1,004 | $1,004 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $50.00 | $10.00 | $1.00 | $20.00 | $19.92 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 16 EACH | $12.00 | $8.50 | $12.00 | $7.50 | $15.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 10 EACH | $20.00 | $20.00 | $25.00 | $20.00 | $7.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $20.00 | $20.00 | $25.00 | $25.00 | $15.00 |
| 644E00104 EDGE LINE, 6" | 0.06 MILE | $18,500 | $26,850 | $26,850 | $17,851 | $17,851 |
| 644E00300 CENTER LINE | 0.04 MILE | $38,000 | $27,560 | $27,560 | $35,725 | $35,725 |
| 646E10010 EDGE LINE, 6" | 0.02 MILE | $155,000 | $190,085 | $190,085 | $147,687 | $147,687 |
| 646E10200 CENTER LINE | 0.01 MILE | $310,000 | $190,505 | $190,505 | $295,700 | $295,700 |
| 304E20000 AGGREGATE BASE | 24 CY | $60.00 | $80.00 | $89.57 | $95.00 | $62.39 |
| 407E20000 NON-TRACKING TACK COAT | 20 GAL | $1.00 | $1.00 | $1.00 | $67.00 | $64.05 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10 CY | $300 | $300 | $300 | $752 | $721 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $300 | $400 | $313 | $200 | $1,561 |
| 616E10000 WATER | 5 MGAL | $1.00 | $10.00 | $8.82 | $60.00 | $35.30 |
| 642E00300 CENTER LINE, TYPE 1 | 0.5 MILE | $4,700 | $4,880 | $4,880 | $4,506 | $4,506 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $250 | $1.00 | $60.57 | $27,000 | $5,879 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $1,000 | $3,000 | $284 | $8,000 | $4,167 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 56 EACH | $20.00 | $30.00 | $11.70 | $50.00 | $8.37 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 2 CY | $1,000 | $3,000 | $2,275 | $7,000 | $10,993 |
| 512E10000 SEALING OF CONCRETE SURFACES | 95 SY | $40.00 | $35.00 | $77.87 | $35.00 | $35.00 |
| 512E44400 TYPE B WATERPROOFING | 14 SY | $50.00 | $100 | $54.77 | $400 | $50.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 62 SY | $30.00 | $23.50 | $48.01 | $23.50 | $23.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 206 SF | $3.00 | $5.00 | $3.09 | $10.00 | $4.59 |
| 516E41100 1/8" PREFORMED BEARING PAD | 36 EACH | $25.00 | $10.00 | $5.12 | $500 | $73.14 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 98 FT | $10.00 | $17.00 | $15.64 | $16.00 | $19.79 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,500 | $3,000 | $2,403 | $5,000 | $8,891 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $4,000 | $5,995 | $2,000 | $6,921 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12051 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $32,000 | $288k | 42% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 3,000 DLR | $40 | $120k | 18% |
| 511E53014 CLASS QC3 CONCRETE, MISC.:SUPERSTRUCTURE CONCRETE | 40 CY | $1,200 | $48k | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $40,000 | $40k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 21 CY | $840 | $18k | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 105 FT | $145 | $15k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $13,928 | $14k | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 22 CF | $450 | $10k | 1% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 30 CY | $300 | $9k | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,100 | $8k | 1% |