But-SR 129-07.20
Butler County · est $0.2M
Bid dateThursday, January 13—
Butler County · est $0.2M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 34 more items below.
| Item | Quantity | R1W G Stang LLC | R2Brumbaugh Construction INC | R3Rack & Ballauer Excavating CO INC | R4Sunesis Construction CO | R5John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 (DESIGN EARTH COVE | 44 FT | $1,000 | $925 | $925 | $947 | $1,375 | 23% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 22.6 CY | $750 | $585 | $975 | $911 | $840 | 9% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 OR MASH 201 | 4 EACH | $2,875 | $2,650 | $2,450 | $2,875 | $2,650 | 6% |
| Item | Quantity | R1W G Stang LLC | R2Brumbaugh Construction INC | R3Rack & Ballauer Excavating CO INC | R4Sunesis Construction CO | R5John R Jurgensen Company |
|---|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 67 SY | $12.00 | $20.00 | $22.00 | $22.21 | $21.03 |
| 202E35101 PIPE REMOVED, 24" AND UNDER, AS PER PLAN | 20 FT | $5.00 | $14.00 | $20.00 | $14.36 | $37.28 |
| 202E38000 GUARDRAIL REMOVED | 295 FT | $5.00 | $5.00 | $6.75 | $5.00 | $2.80 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 4 EACH | $125 |
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 →
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG |
| 20 CY |
| $535 |
| $490 |
| $415 |
| $560 |
| $1,025 |
| 6% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $10,000 | $10,273 | $6,000 | $16,084 | $11,901 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $15,500 | $10,000 | $26,194 | $10,000 | 5% |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 7.6 CY | $1,250 | $1,150 | $1,650 | $2,165 | $2,299 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, DEPTH 1.25" | 401 SY | $20.00 | $19.00 | $14.50 | $15.15 | $30.00 | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 262.5 FT | $29.90 | $35.00 | $31.75 | $29.90 | $30.00 | 4% |
| 614E12420 DETOUR SIGNING | 1 LS | $7,500 | $7,000 | $6,500 | $6,280 | $6,280 | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,500 | $14,500 | $20,000 | $2,663 | $11,122 | 4% |
| 203E10000 EXCAVATION | 242 CY | $30.00 | $23.00 | $30.00 | $16.90 | $63.97 | 4% |
| 601E11000 RIPRAP, TYPE D | 46 SY | $150 | $135 | $210 | $188 | $175 | 4% |
| 203E20000 EMBANKMENT | 198 CY | $30.00 | $24.00 | $30.00 | $7.25 | $38.12 | 3% |
| 659E00300 TOPSOIL | 208 CY | $25.00 | $32.00 | $45.00 | $24.83 | $55.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $500 | $5,500 | $2,656 | $1,181 | 3% |
| 202E20010 HEADWALL REMOVED | 2 EACH | $2,500 | $750 | $750 | $287 | $1,984 | 3% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $17,500 | $500 | $10,258 | $4,684 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,000 | $4,500 | $1,000 | $3,507 | $6,279 | 3% |
| $375 |
| $250 |
| $125 |
| $350 |
| 202E75000 FENCE REMOVED | 310 FT | $5.00 | $8.00 | $7.00 | $2.75 | $14.58 |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN | 32 CY | $100 | $73.00 | $85.00 | $102 | $72.74 |
| 204E10000 SUBGRADE COMPACTION | 67 SY | $5.00 | $2.00 | $6.00 | $13.80 | $4.72 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 127 SY | $2.50 | $4.00 | $3.25 | $3.14 | $7.70 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $2,000 | $2,450 | $2,500 | $1,800 | $3,500 |
| 204E13000 EXCAVATION OF SUBGRADE | 32 CY | $50.00 | $29.00 | $42.00 | $55.55 | $58.89 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 31 CY | $150 | $100 | $160 | $136 | $182 |
| 659E10000 SEEDING AND MULCHING | 1,122 SY | $2.00 | $2.00 | $3.50 | $3.79 | $2.85 |
| 659E20000 COMMERCIAL FERTILIZER | 0.25 TON | $750 | $600 | $1,000 | $1,000 | $1,000 |
| 659E31000 LIME | 0.39 ACRE | $250 | $100 | $200 | $80.00 | $80.00 |
| 659E35000 WATER | 10.4 MGAL | $10.00 | $5.00 | $1.00 | $1.00 | $1.00 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 190 SY | $7.50 | $3.00 | $3.00 | $4.05 | $4.05 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 11 CY | $425 | $467 | $375 | $766 | $1,250 |
| 304E20000 AGGREGATE BASE | 11 CY | $75.00 | $82.00 | $110 | $109 | $292 |
| 407E20000 NON-TRACKING TACK COAT | 32 GAL | $3.00 | $20.00 | $1.00 | $5.75 | $5.00 |
| 621E00100 RPM | 3 EACH | $492 | $535 | $500 | $677 | $492 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $25.00 | $20.00 | $30.00 | $25.58 | $35.03 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 5 EACH | $12.00 | $15.00 | $14.00 | $12.00 | $10.00 |
| 644E00104 EDGE LINE, 6" | 0.06 MILE | $23,720 | $25,750 | $23,720 | $10,000 | $23,720 |
| 644E00300 CENTER LINE | 0.03 MILE | $31,614 | $34,350 | $31,614 | $26,667 | $31,614 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $60.00 | $68.00 | $70.00 | $75.00 | $88.01 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,091 LB | $1.00 | $2.00 | $1.25 | $2.79 | $2.39 |
| 511E46611 CLASS QC1 CONCRETE, HEADWALL, AS PER PLAN | 1 CY | $2,500 | $2,300 | $1,650 | $3,841 | $3,374 |
| 512E10000 SEALING OF CONCRETE SURFACES | 37.2 SY | $50.00 | $40.00 | $50.00 | $40.00 | $40.00 |
| 512E33000 TYPE 2 WATERPROOFING | 62 SY | $35.00 | $30.00 | $40.00 | $28.00 | $28.00 |
| 512E33010 TYPE 3 WATERPROOFING | 56 SY | $75.00 | $40.00 | $55.00 | $38.00 | $38.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $5.00 | $7.50 | $2.50 | $2.68 | $16.55 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,500 | $1,300 | $3,500 | $4,896 | $5,210 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,000 | $2,500 | $2,100 | $1,985 | $2,574 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $2,000 | $5,000 | $3,350 | $8,628 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 (DESIGN EARTH COVE | 44 FT | $1,000 | $44k | 18% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 22.6 CY | $750 | $17k | 7% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 OR MASH 201 | 4 EACH | $2,875 | $12k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 20 CY | $535 | $11k | 4% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $10,000 | $10k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 4% |
| 511E46011 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 7.6 CY | $1,250 | $10k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, DEPTH 1.25" | 401 SY | $20 | $8k | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 262.5 FT | $29.9 | $8k | 3% |
| 614E12420 DETOUR SIGNING | 1 LS | $7,500 | $8k | 3% |