But-SR 126-02.92
Butler County · est $3.8M
Bid dateThursday, April 10—
Butler County · est $3.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 40 more items below.
| Item | Quantity | R1Beaty Construction INC | R2Kt Holden Construction LLC | R3John R Jurgensen Company | R4Complete General Construction Company | R5Sunesis Construction CO | % of bid |
|---|---|---|---|---|---|---|---|
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $991,376 | $1,870,785 | $1,306,480 | $1,930,000 | $3,099,872 | 20% |
| 504E11100 STEEL SHEET PILING LEFT IN PLACE, PZ 40 | 12,540 SF | $60.00 | $90.00 | $62.79 | $80.00 | $85.50 | 15% |
| 503E21331 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 1 LS | $750,000 | $571,465 | $979,337 | $500,000 | $911,759 | 15% |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 732 CY | $850 | $850 | $1,284 | $1,000 | $1,111 | 13% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $504,353 | $46,100 | $100,035 | $87,985 | $21,467 | 10% |
| Item | Quantity | R1Beaty Construction INC | R2Kt Holden Construction LLC | R3John R Jurgensen Company | R4Complete General Construction Company | R5Sunesis Construction CO |
|---|---|---|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 1 EACH | $1,250 | $490 | $1,078 | $600 | $304 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 0.6 SY | $1,700 | $305 | $903 | $450 | $287 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 40 FT | $175 | $47.00 | $81.60 | $50.00 | $101 |
| 202E38000 GUARDRAIL REMOVED | 479 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 →
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING |
| 755 CY |
| $550 |
| $360 |
| $553 |
| $500 |
| $559 |
| 8% |
| 624E10000 MOBILIZATION | 1 LS | $258,150 | $264,800 | $270,000 | $275,000 | $235,134 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 121,830 LB | $1.60 | $1.20 | $1.16 | $1.30 | $1.45 | 4% |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $65,000 | $27,295 | $4,850 | $5,000 | $10,136 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $55,000 | $3,680 | $64,128 | $8,000 | $5,741 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $55,000 | $15,500 | $20,153 | $40,000 | $6,100 | 1% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 194 CY | $265 | $265 | $265 | $265 | $265 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $50,000 | $22,200 | $25,977 | $40,000 | $19,800 | 1% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 957 SY | $40.00 | $24.50 | $24.50 | $24.50 | $24.50 | 1% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (84 CY | $385 | $385 | $385 | $385 | $385 | 1% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 60 CY | $445 | $445 | $445 | $445 | $445 | 1% |
| 304E20000 AGGREGATE BASE | 146 CY | $180 | $90.00 | $98.82 | $130 | $133 | 1% |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 480 FT | $50.00 | $13.50 | $33.01 | $22.00 | $22.38 | 0% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 500 FT | $48.00 | $33.00 | $42.39 | $65.00 | $44.65 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $24,000 | $81,072 | $34,726 | $30,000 | $32,854 | 0% |
| $2.40 |
| $6.50 |
| $2.40 |
| $2.40 |
| $7.22 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $1,100 | $700 | $554 | $550 | $526 |
| 203E10000 EXCAVATION | 231 CY | $45.00 | $36.00 | $40.11 | $32.00 | $43.89 |
| 203E20000 EMBANKMENT | 140 CY | $50.00 | $17.00 | $30.15 | $40.00 | $30.96 |
| 204E10000 SUBGRADE COMPACTION | 871 SY | $6.00 | $2.60 | $3.02 | $5.00 | $5.29 |
| 204E45000 PROOF ROLLING | 0.5 HOUR | $1,325 | $400 | $233 | $130 | $423 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 587.5 FT | $27.60 | $27.60 | $27.60 | $27.60 | $34.50 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 1 EACH | $2,740 | $2,740 | $2,740 | $2,740 | $2,550 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,475 | $1,475 | $1,475 | $1,475 | $1,300 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $260 | $590 | $260 | $260 | $199 |
| 202E23000 PAVEMENT REMOVED | 783 SY | $25.00 | $22.50 | $29.28 | $24.00 | $26.18 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 14.1 SY | $350 | $180 | $174 | $250 | $211 |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 60 CY | $200 | $200 | $287 | $125 | $203 |
| 659E10000 SEEDING AND MULCHING | 714 SY | $3.10 | $5.00 | $3.10 | $5.95 | $4.35 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $1,500 | $1,500 | $1,500 | $670 | $1,400 |
| 659E31000 LIME | 0.15 ACRE | $200 | $200 | $200 | $38.00 | $200 |
| 659E35000 WATER | 4 MGAL | $10.00 | $1.00 | $10.00 | $1.00 | $1.39 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 20 FT | $55.00 | $50.00 | $73.06 | $50.00 | $100 |
| 611E10400 24" CONDUIT, TYPE B | 44 FT | $350 | $185 | $270 | $125 | $212 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $10,500 | $6,500 | $5,899 | $6,300 | $5,924 |
| 611E98230 CATCH BASIN, NO. 4 | 1 EACH | $8,400 | $5,500 | $6,816 | $6,600 | $6,326 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 860 SY | $7.00 | $7.00 | $7.00 | $7.00 | $7.00 |
| 407E20000 NON-TRACKING TACK COAT | 192 GAL | $5.00 | $5.00 | $5.00 | $5.00 | $5.00 |
| 621E00100 RPM | 8 EACH | $200 | $200 | $345 | $200 | $200 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $25.00 | $21.00 | $30.15 | $26.00 | $18.27 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 8 EACH | $11.30 | $11.30 | $11.30 | $11.30 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1, WHITE | 0.24 MILE | $4,860 | $4,860 | $4,685 | $4,860 | $4,860 |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $7,290 | $7,290 | $6,245 | $7,290 | $7,290 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,740 | $8,100 | $5,940 | $4,800 | $7,021 |
| 616E10000 WATER | 5 MGAL | $25.00 | $41.47 | $167 | $155 | $17.74 |
| 512E33000 TYPE 2 WATERPROOFING | 81 SY | $50.00 | $22.00 | $30.50 | $28.00 | $30.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 225 SF | $10.00 | $7.15 | $16.36 | $14.00 | $5.01 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 658 SY | $25.00 | $20.55 | $34.41 | $16.00 | $16.51 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 66 CY | $85.00 | $133 | $104 | $120 | $146 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 444 FT | $30.00 | $6.85 | $7.31 | $10.00 | $4.71 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 210 FT | $49.00 | $24.00 | $49.98 | $26.00 | $13.96 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $991,376 | $991k | 19% |
| 504E11100 STEEL SHEET PILING LEFT IN PLACE, PZ 40 | 12,540 SF | $60 | $752k | 15% |
| 503E21331 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 1 LS | $750,000 | $750k | 15% |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 732 CY | $850 | $622k | 12% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $504,353 | $504k | 10% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 755 CY | $550 | $415k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $258,150 | $258k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 121,830 LB | $1.6 | $195k | 4% |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $65,000 | $65k | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $55,000 | $55k | 1% |