Pre-US 35-01.76
Preble County · est $2.6M
Bid dateThursday, August 10—
Preble County · est $2.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 101 more items below.
| Item | Quantity | R1Eagle Bridge CO | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 511E53014 CLASS QC3 CONCRETE, MISC.:WITH QC/QA, BRIDGE DECK | 292 CY | $1,225 | $1,200 | 16% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $250,000 | $220,000 | 11% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 15,017 SF | $16.00 | $16.00 | 11% |
| 511E53014 CLASS QC3 CONCRETE, MISC.:WITH QC/QA, BRIDGE DECK | 103 CY | $1,650 | $1,725 | 8% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 95,974 LB | $1.40 | $1.50 | 6% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 378 CY | $305 | $360 | 5% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 441 CY | $260 | $230 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 5% |
| 511E53014 CLASS QC3 CONCRETE, MISC.:PIER | 35 CY | $2,250 | $1,850 | 4% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $72,500 | $53,270 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | $185,000 | 3% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 170 SY | $400 | $400 | 3% |
| 511E53014 CLASS QC3 CONCRETE, MISC.:ABUTMENT | 43 CY | $1,500 | $1,675 | 3% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 67 FT | $900 | $800 | 3% |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 15,017 SF | $4.00 | $4.00 | 3% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 15,017 SF | $3.50 | $3.50 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 165 CY | $280 | $330 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $40,000 | $15,000 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $40,000 | $30,000 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $18,000 | 2% |
| Item | Quantity | R1Eagle Bridge CO | R2Complete General Construction Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $4,000 |
| 202E23000 PAVEMENT REMOVED | 429 SY | $40.00 | $23.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 57 FT | $45.00 | $45.00 |
| 202E38000 GUARDRAIL REMOVED | 1,533 FT | $1.80 | $2.00 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 3 EACH | $250 | $530 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 5 EACH | $100 | $475 |
| 203E10000 EXCAVATION | 286 CY | $40.00 |
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 →
| $34.00 |
| 203E20000 EMBANKMENT | 119 CY | $60.00 | $50.00 |
| 204E10000 SUBGRADE COMPACTION | 800 SY | $6.00 | $4.00 |
| 204E45000 PROOF ROLLING | 3 HOUR | $150 | $130 |
| 606E15050 GUARDRAIL, TYPE MGS | 462.5 FT | $20.00 | $20.20 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 900 FT | $21.00 | $21.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,500 | $2,520 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,250 | $1,360 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 3 EACH | $2,500 | $2,380 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $400 | $535 |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 25 FT | $350 | $300 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 1 EACH | $5,500 | $4,700 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $5,500 | $5,500 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 6 SY | $100 | $230 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 226 SY | $65.00 | $130 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $375 | $150 |
| 659E00300 TOPSOIL | 229 CY | $10.00 | $43.00 |
| 659E10000 SEEDING AND MULCHING | 2,059 SY | $4.00 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 103 SY | $2.00 | $1.00 |
| 659E15000 INTER-SEEDING | 103 SY | $2.00 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.28 TON | $1,500 | $670 |
| 659E31000 LIME | 0.43 ACRE | $5.00 | $32.00 |
| 659E35000 WATER | 12 MGAL | $15.00 | $1.10 |
| 660E20000 SODDING REINFORCED | 59 SY | $35.00 | $25.00 |
| 670E00710 DITCH EROSION PROTECTION MAT, TYPE A | 32 SY | $8.00 | $6.00 |
| 832E30000 EROSION CONTROL | 7,500 EACH | $1.00 | $1.00 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 230 FT | $20.00 | $35.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 40 FT | $20.00 | $85.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $225 | $300 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE | — | $4.50 | $15.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 6,309 SY | $3.75 | $6.00 |
| 304E20000 AGGREGATE BASE | 151 CY | $120 | $120 |
| 407E20000 NON-TRACKING TACK COAT | 1,380 GAL | $1.00 | $5.00 |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 102 CY | $260 | $225 |
| 609E24510 CURB, TYPE 4-C | 58 FT | $65.00 | $74.00 |
| 617E10100 COMPACTED AGGREGATE | 89 CY | $150 | $145 |
| 617E20000 SHOULDER PREPARATION | 1,047 SY | $10.00 | $5.00 |
| 617E25000 WATER | 5 MGAL | $20.00 | $150 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 95 FT | $50.00 | $30.00 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 17 EACH | $70.00 | $60.00 |
| 620E31200 REMOVAL OF DELINEATOR | 16 EACH | $5.00 | $15.00 |
| 621E00100 RPM | 44 EACH | $100 | $168 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 44 EACH | $15.00 | $18.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 14 EACH | $10.00 | $11.50 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 1 EACH | $10.00 | $11.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 27 EACH | $10.00 | $13.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 26 EACH | $9.50 | $13.00 |
| 644E00104 EDGE LINE, 6" | 1.2 MILE | $8,175 | $8,175 |
| 645E00116 EDGE LINE, 6", TYPE A3 | 0.2 MILE | $80,200 | $80,200 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 5 CY | $100 | $165 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 240 HOUR | $110 | $90.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,410 FT | $1.60 | $3.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,935 | $1,935 |
| 614E12420 DETOUR SIGNING | 1 LS | $10,000 | $4,155 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 5 CY | $500 | $325 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 30 EACH | $10.00 | $12.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 30 EACH | $18.00 | $20.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 1 SNMT | $1,085 | $1,085 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 1 MILE | $1,850 | $1,850 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 2 MILE | $1,410 | $1,410 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.49 MILE | $10,500 | $11,229 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 800 FT | $1.00 | $1.00 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 60 FT | $4.50 | $4.50 |
| 616E10000 WATER | 2 MGAL | $20.00 | $150 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,310 FT | $30.00 | $35.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 100 FT | $40.00 | $44.00 |
| 202E22900 APPROACH SLAB REMOVED | 89 SY | $45.00 | $60.00 |
| 202E23500 WEARING COURSE REMOVED | 89 SY | $20.00 | $12.00 |
| 202E75260 VANDAL PROTECTION FENCE REMOVED | 618 FT | $12.00 | $10.00 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 10,474 FT | $1.75 | $1.62 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 338 EACH | $22.00 | $25.00 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 1,097 SY | $25.50 | $25.50 |
| 512E33000 TYPE 2 WATERPROOFING | 30 SY | $60.00 | $50.00 |
| 512E71500 SPECIAL - URETHANE TOP COAT SEALER | 42 SY | $50.00 | $50.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 194 SY | $26.50 | $26.50 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 1,935 LB | $17.00 | $12.66 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,130 EACH | $4.70 | $6.00 |
| 513E21001 TRIMMING OF BEAM END, AS PER PLAN | 8 EACH | $650 | $603 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 15,017 SF | $2.00 | $2.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 20 MNHR | $150 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 15 EACH | $250 | $250 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 131 SF | $8.00 | $13.00 |
| 516E31000 JOINT SEALER | 57 FT | $30.00 | $38.00 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,250 | $2,000 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,250 | $3,000 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $2,750 | $2,000 |
| 516E44401 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $4,500 | $2,000 |
| 516E46701 RESET BEARING, AS PER PLAN | 4 EACH | $2,250 | $2,100 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 43 CY | $150 | $145 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 109 FT | $18.00 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 72 FT | $22.00 | $16.00 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 375 SF | $75.00 | $95.00 |
| 526E90020 TYPE B INSTALLATION | 34 SY | $90.00 | $55.00 |
| 530E13000 SPECIAL - FORM LINER | 1,865 SF | $17.00 | $13.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $18,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E53014 CLASS QC3 CONCRETE, MISC.:WITH QC/QA, BRIDGE DECK | 292 CY | $1,225 | $358k | 12% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $250,000 | $250k | 9% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 15,017 SF | $16 | $240k | 8% |
| 511E53014 CLASS QC3 CONCRETE, MISC.:WITH QC/QA, BRIDGE DECK | 103 CY | $1,650 | $170k | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 95,974 LB | $1.4 | $134k | 5% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 378 CY | $305 | $115k | 4% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 441 CY | $260 | $115k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 511E53014 CLASS QC3 CONCRETE, MISC.:PIER | 35 CY | $2,250 | $79k | 3% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $72,500 | $73k | 3% |