Pre-US 127-19.11
Preble County · est $5.6M
Bid dateThursday, February 9—
Preble County · est $5.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 97 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Eagle Bridge CO | R3Brumbaugh Construction INC | % of bid |
|---|---|---|---|---|---|
| 452E15020 12" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 7,170 SY | $115 | $115 | $135 | 22% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 731 CY | $800 | $1,000 | $1,200 | 16% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 32,379 SF | $10.00 | $10.00 | $10.00 | 9% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $300,000 | $385,000 | $600,000 | 8% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 196,398 LB | $1.50 | $1.65 | $1.60 | 8% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 3,320 CY | $50.00 | $65.00 | $50.00 | 4% |
| Item | Quantity | R1Complete General Construction Company | R2Eagle Bridge CO | R3Brumbaugh Construction INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $500 | $6,000 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 1,583 FT | $2.00 | $5.00 | $12.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $145 | $250 | $250 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $60.00 | $250 | $250 |
| 203E10000 EXCAVATION | 2,781 CY | $19.00 | $25.00 | $20.00 |
| 203E20000 |
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 →
| 514E00057 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 32,379 SF | $4.00 | $2.50 | $3.75 | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 422 SY | $275 | $325 | $350 | 3% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 101 CY | $1,025 | $1,250 | $850 | 3% |
| 511E42510 CLASS QC1 CONCRETE, PIER CAP | 34 CY | $3,000 | $2,750 | $1,600 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $200,000 | $122,037 | 3% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 31,878 SF | $3.00 | $2.50 | $3.00 | 3% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $95,000 | $100,000 | $85,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $95,000 | $100,000 | $150,000 | 3% |
| 202E23000 PAVEMENT REMOVED | 7,170 SY | $13.00 | $18.00 | $10.00 | 2% |
| 304E20000 AGGREGATE BASE | 1,220 CY | $75.00 | $75.00 | $55.00 | 2% |
| 204E13000 EXCAVATION OF SUBGRADE | 3,320 CY | $20.00 | $25.00 | $18.00 | 2% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 31,878 SF | $2.00 | $2.50 | $2.00 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,979 FT | $20.50 | $25.00 | $20.00 | 2% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 9,090 EACH | $6.25 | $5.00 | $7.50 | 2% |
| 28 CY |
| $9.50 |
| $25.00 |
| $20.00 |
| 204E10000 SUBGRADE COMPACTION | 7,470 SY | $3.00 | $5.00 | $1.10 |
| 204E45000 PROOF ROLLING | 4 HOUR | $350 | $150 | $130 |
| 204E50000 GEOTEXTILE FABRIC | 7,470 SY | $2.00 | $1.40 | $1.50 |
| 606E16050 GUARDRAIL REBUILT, TYPE MGS | 1,594 FT | $14.00 | $13.50 | $18.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $2,495 | $2,650 | $2,300 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,350 | $1,250 | $1,300 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,565 | $2,500 | $1,900 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $495 | $450 | $875 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $45,000 | $20,000 | $40,000 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 167 SY | $75.00 | $60.00 | $80.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $350 | $100 |
| 659E00300 TOPSOIL | 105 CY | $25.00 | $25.00 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 948 SY | $4.25 | $6.00 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 47 SY | $0.80 | $2.00 | $2.00 |
| 659E15000 INTER-SEEDING | 47 SY | $0.10 | $2.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.13 TON | $450 | $1,500 | $750 |
| 659E31000 LIME | 0.2 ACRE | $25.00 | $10.00 | $5.00 |
| 659E35000 WATER | 5.2 MGAL | $1.00 | $10.00 | $5.00 |
| 832E30000 EROSION CONTROL | 15,000 EACH | $1.00 | $1.00 | $1.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $75.00 | $115 | $80.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 550 FT | $15.00 | $10.00 | $15.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 4,809 FT | $10.00 | $12.00 | $15.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 33 FT | $20.00 | $20.00 | $10.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $350 | $275 | $225 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 169 FT | $2.75 | $3.00 | $6.00 |
| 451E31000 SPECIAL - PRESSURE RELIEF JOINT, TYPE B | 155 FT | $85.00 | $160 | $100 |
| 609E24000 CURB, TYPE 4-A | 65 FT | $85.00 | $20.00 | $90.00 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $8,000 | $10,940 | $11,200 |
| 621E00100 RPM | 130 EACH | $44.80 | $61.25 | $60.00 |
| 621E00300 RPM REFLECTOR | 112 EACH | $19.25 | $9.60 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 15 EACH | $12.20 | $10.00 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 39 FT | $16.00 | $15.00 | $15.00 |
| 630E80100 SIGN, FLAT SHEET | 11 SF | $21.00 | $22.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $65.00 | $75.00 | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 | $20.00 | $50.00 |
| 642E01312 LANE REDUCTION ARROW, TYPE 1 | 2 EACH | $570 | $570 | $575 |
| 642E01322 WRONG WAY ARROW, TYPE 1 | 4 EACH | $545 | $545 | $560 |
| 646E10010 EDGE LINE, 6" | 1.51 MILE | $4,770 | $4,770 | $4,800 |
| 646E10110 LANE LINE, 6" | 0.68 MILE | $1,885 | $1,885 | $2,000 |
| 646E10200 CENTER LINE | 0.77 MILE | $6,220 | $6,220 | $6,400 |
| 646E10310 CHANNELIZING LINE, 12" | 793 FT | $1.75 | $1.75 | $1.75 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 818 FT | $8.50 | $8.50 | $8.50 |
| 646E10800 ISLAND MARKING | 341 SF | $7.50 | $7.50 | $7.50 |
| 646E20300 LANE ARROW | 6 EACH | $200 | $200 | $200 |
| 625E25500 CONDUIT, 3", 725.04 | 704 FT | $44.00 | $40.00 | $40.00 |
| 625E29900 JUNCTION BOX | 4 EACH | $2,650 | $2,360 | $2,400 |
| 625E30700 PULL BOX, 725.08, 18" | 4 EACH | $1,200 | $1,150 | $1,200 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 256 HOUR | $80.00 | $100 | $80.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 2,669 FT | $3.25 | $2.00 | $3.30 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $2,200 | $3,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 36 EACH | $14.00 | $16.00 | $3.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 6 EACH | $21.00 | $22.00 | $20.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 6 SNMT | $1,050 | $950 | $1,000 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 1.51 MILE | $3,090 | $3,090 | $3,100 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 2.02 MILE | $2,420 | $2,420 | $2,500 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 465 FT | $1.00 | $1.00 | $1.00 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 376 FT | $0.95 | $0.95 | $1.00 |
| 614E30000 WORK ZONE ARROW, CLASS I | 9 EACH | $100 | $100 | $100 |
| 616E10000 WATER | 2 MGAL | $70.00 | $25.00 | $5.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 781 FT | $22.50 | $28.00 | $22.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $40,000 | $10,000 | $6,000 |
| 202E22900 APPROACH SLAB REMOVED | 414 SY | $85.00 | $50.00 | $80.00 |
| 202E75260 VANDAL PROTECTION FENCE REMOVED | 564 FT | $20.00 | $15.00 | $15.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $20,000 | $30,000 | $40,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 65 CY | $800 | $80.00 | $30.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 10,589 FT | $1.75 | $1.50 | $1.75 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 636 EACH | $15.00 | $24.00 | $15.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $5,000 | $4,000 | $4,000 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 30 CY | $1,800 | $1,500 | $1,200 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 1,387 SY | $22.00 | $22.00 | $25.00 |
| 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 202 FT | $80.00 | $90.00 | $85.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 346 SY | $18.00 | $18.00 | $15.00 |
| 513E95020 STRUCTURAL STEEL, MISC.: CUT AND SPLICE EXISTING C | 1 LS | $40,000 | $50,000 | $40,000 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 47 MNHR | $150 | $100 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 10 EACH | $200 | $400 | $210 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 152 FT | $75.00 | $65.00 | $50.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 16 SF | $45.00 | $7.00 | $4.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 154 SF | $10.00 | $12.00 | $5.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 248 FT | $42.00 | $35.00 | $30.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,500 | $2,750 | $3,500 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $2,500 | $3,000 | $3,500 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $2,500 | $2,500 | $6,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 92 CY | $175 | $125 | $60.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 22 SF | $250 | $300 | $250 |
| 526E90030 TYPE C INSTALLATION | 152 FT | $200 | $300 | $170 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 550 FT | $97.60 | $90.00 | $100 |
| 607E39994 TEMPORARY VANDAL FENCE, TYPE B | 564 FT | $33.50 | $30.00 | $25.00 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 2 EACH | $10,000 | $5,500 | $1,500 |
| 530E13000 SPECIAL - FORM LINER | 1,961 SF | $17.50 | $15.00 | $8.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $50,000 | $70,000 | $75,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $35,000 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 452E15020 12" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 7,170 SY | $115 | $825k | 17% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 731 CY | $800 | $585k | 12% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 32,379 SF | $10 | $324k | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $300,000 | $300k | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 196,398 LB | $1.5 | $295k | 6% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 3,320 CY | $50 | $166k | 3% |
| 514E00057 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 32,379 SF | $4 | $130k | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 422 SY | $275 | $116k | 2% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 101 CY | $1,025 | $104k | 2% |
| 511E42510 CLASS QC1 CONCRETE, PIER CAP | 34 CY | $3,000 | $102k | 2% |