Pre-SR 725-03.32
Preble County · est $1.3M
Bid dateThursday, January 25—
Preble County · est $1.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 57 more items below.
| Item | Quantity | R1Eagle Bridge CO | R2Brumbaugh Construction INC | R3Shelly & Sands INC | R4Complete General Construction Company | R5John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|---|---|
| 511E21523 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 161 CY | $1,100 | $750 | $750 | $620 | $802 | 20% |
| 515E15070 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 6 EACH | $16,000 | $21,570 | $18,000 | $17,885 | $21,355 | 11% |
| AA3 509E25001 REINFORCING STEEL, AS PER PLAN(ALTERNATE 3 - GALVA | 63,384 LB | $1.33 | $1.35 | $1.25 | $1.35 | $1.58 | 10% |
| Item | Quantity | R1Eagle Bridge CO | R2Brumbaugh Construction INC | R3Shelly & Sands INC | R4Complete General Construction Company | R5John R Jurgensen Company |
|---|---|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $1,500 | $500 | $2,200 | $8,000 | $4,065 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 134 SY | $30.00 | $21.00 | $20.00 | $65.00 | $25.58 |
| 202E23011 PAVEMENT REMOVED, ASPHALT, AS PER PLAN | 554 SY | $18.00 | $7.50 | $8.00 | $12.00 | $12.35 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 165 FT |
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 →
| 209 CY |
| $375 |
| $335 |
| $625 |
| $520 |
| $486 |
| 9% |
| 301E46010 ASPHALT CONCRETE BASE, PG64-28 | 560 CY | $115 | $150 | $121 | $115 | $155 | 7% |
| AA3 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 223 SY | $270 | $281 | $280 | $275 | $351 | 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 245 CY | $177 | $180 | $180 | $177 | $177 | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $40,000 | $52,475 | $46,899 | $70,000 | $48,359 | 5% |
| 203E20000 EMBANKMENT | 3,260 CY | $9.00 | $11.00 | $8.00 | $7.00 | $10.56 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 800 FT | $30.00 | $26.00 | $19.00 | $17.00 | $19.22 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $23,900 | $10,000 | $40,000 | $40,000 | $40,000 | 3% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 495 CY | $45.00 | $42.00 | $47.00 | $45.00 | $49.71 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 168 FT | $125 | $139 | $105 | $137 | $172 | 2% |
| 203E10000 EXCAVATION | 2,163 CY | $9.00 | $7.00 | $8.00 | $6.00 | $12.28 | 2% |
| 304E20000 AGGREGATE BASE | 276 CY | $70.00 | $50.00 | $76.00 | $65.00 | $67.27 | 2% |
| 832E30000 EROSION CONTROL | 15,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 875 FT | $15.94 | $17.50 | $17.43 | $15.90 | $16.75 | 2% |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $13,500 | $19,880 | $16,510 | $15,000 | $13,473 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $12,500 | $17,243 | $22,000 | $40,000 | $8,754 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 38 CF | $325 | $325 | $320 | $272 | $272 | 1% |
| $7.00 |
| $8.00 |
| $28.00 |
| $30.00 |
| $11.94 |
| 202E38000 GUARDRAIL REMOVED | 614 FT | $1.00 | $3.50 | $2.00 | $5.00 | $2.50 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 6 EACH | $125 | $177 | $26.00 | $200 | $150 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $150 | $265 | $455 | $1,000 | $819 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 4 EACH | $1,934 | $2,146 | $2,000 | $1,930 | $2,150 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $687 | $762 | $900 | $685 | $885 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,879 | $2,085 | $2,000 | $1,875 | $1,825 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $10,000 | $7,500 | $5,500 | $8,355 | $22,500 |
| 204E13000 EXCAVATION OF SUBGRADE | 495 CY | $9.00 | $12.00 | $14.00 | $20.00 | $20.07 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 183 CY | $60.00 | $59.00 | $83.00 | $90.00 | $137 |
| 659E00300 TOPSOIL | 260 CY | $10.00 | $30.00 | $14.00 | $25.00 | $31.51 |
| 659E10000 SEEDING AND MULCHING | 4,158 SY | $1.50 | $1.75 | $1.00 | $1.10 | $0.72 |
| 659E14000 REPAIR SEEDING AND MULCHING | 208 SY | $1.00 | $0.25 | $1.00 | $0.35 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.56 TON | $1,000 | $900 | $1,000 | $565 | $1,000 |
| 659E35000 WATER | 23 MGAL | $10.00 | $10.00 | $10.50 | $1.00 | $10.00 |
| 670E00500 SLOPE EROSION PROTECTION | 2,335 SY | $2.50 | $2.10 | $2.00 | $2.40 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $5,000 | $1,200 | $1,157 | $3,000 | $4,335 |
| 602E20000 CONCRETE MASONRY | 1 CY | $400 | $700 | $800 | $1,000 | $593 |
| 605E31100 AGGREGATE DRAINS | 260 FT | $7.00 | $10.50 | $11.37 | $15.00 | $13.73 |
| 611E04601 12" CONDUIT, TYPE C, AS PER PLAN | 27 FT | $45.00 | $35.00 | $98.00 | $125 | $129 |
| 611E04900 12" CONDUIT, TYPE D | 43 FT | $40.00 | $47.00 | $65.00 | $125 | $71.97 |
| 611E07900 18" CONDUIT, TYPE D | 49 FT | $44.00 | $50.00 | $70.00 | $125 | $81.62 |
| 204E10000 SUBGRADE COMPACTION | 1,907 SY | $3.00 | $2.00 | $2.00 | $5.00 | $1.84 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (THK.=2") | 1,654 SY | $5.76 | $7.25 | $8.50 | $5.75 | $4.22 |
| 407E10000 TACK COAT | 506 GAL | $2.51 | $3.00 | $2.50 | $2.50 | $5.68 |
| 621E00100 RPM | 12 EACH | $189 | $210 | $199 | $189 | $189 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 12 EACH | $8.00 | $15.00 | $19.00 | $20.00 | $31.81 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 6 EACH | $10.02 | $11.00 | $8.50 | $10.00 | $12.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 (BI-DIRECTIONAL) | 30 EACH | $14.03 | $15.50 | $8.50 | $14.00 | $8.50 |
| 644E00104 EDGE LINE, 6" | 0.28 MILE | $5,603 | $6,200 | $6,000 | $5,590 | $5,590 |
| 644E00300 CENTER LINE | 0.14 MILE | $11,205 | $12,400 | $12,000 | $11,179 | $11,179 |
| 646E10010 EDGE LINE, 6" | 0.06 MILE | $43,947 | $48,750 | $46,000 | $43,846 | $43,846 |
| 646E10200 CENTER LINE | 0.03 MILE | $87,895 | $97,500 | $92,000 | $87,693 | $87,693 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,500 | $7,540 | $6,700 | $7,540 | $7,540 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $5,000 | $10,000 | $1,200 | $1,440 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $10,000 | $18,000 | $11,500 | $5,000 | $9,626 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 608 FT | $6.00 | $7.00 | $24.00 | $21.00 | $40.19 |
| 511E33419 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 2 CY | $5,000 | $2,590 | $4,200 | $7,150 | $4,446 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $1,250 | $1,900 | $1,800 | $4,500 | $3,160 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 338 SY | $18.50 | $18.50 | $19.00 | $18.50 | $18.50 |
| 513E95020 STRUCTURAL STEEL, MISC.:BEAM SUPPORTS AT ABUTMENTS | 1 LS | $1,000 | $4,645 | $5,800 | $15,000 | $11,617 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 65 SF | $5.00 | $5.00 | $12.00 | $10.00 | $6.78 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 115 FT | $27.00 | $25.00 | $30.99 | $45.00 | $27.04 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,000 | $1,018 | $500 | $1,000 | $781 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 74 CY | $80.00 | $75.00 | $83.00 | $85.00 | $100 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 192 FT | $10.00 | $10.50 | $18.00 | $14.00 | $11.09 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 154 FT | $8.00 | $10.00 | $5.00 | $10.00 | $5.83 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 46 FT | $10.00 | $10.00 | $6.00 | $15.00 | $34.74 |
| 526E90010 TYPE A INSTALLATION | 60 FT | $180 | $145 | $145 | $275 | $220 |
| 530E00200 SPECIAL - STRUCTURESTEMPORARY CONSTRUCTION SITE AC | 1 LS | $7,500 | $20,338 | $15,000 | $25,000 | $12,905 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $12,000 | $8,000 | $10,000 | $6,297 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $1,000 | $3,000 | $1,000 | $1,200 | $7,374 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,000 | $3,000 | $6,000 | $5,000 | $823 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $5,000 | $5,500 | $10,000 | $4,000 | $8,222 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E21523 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 161 CY | $1,100 | $177k | 16% |
| 515E15070 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 6 EACH | $16,000 | $96k | 9% |
| AA3 509E25001 REINFORCING STEEL, AS PER PLAN(ALTERNATE 3 - GALVA | 63,384 LB | $1.33 | $84k | 8% |
| 511E43513 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 209 CY | $375 | $78k | 7% |
| 301E46010 ASPHALT CONCRETE BASE, PG64-28 | 560 CY | $115.26 | $65k | 6% |
| AA3 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 223 SY | $270 | $60k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 245 CY | $177.31 | $43k | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $40,000 | $40k | 4% |
| 203E20000 EMBANKMENT | 3,260 CY | $9 | $29k | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 800 FT | $30 | $24k | 2% |