Dar-SR 47/US 127-03.16/30.53
Darke County · est $1.0M
Bid dateThursday, October 9—
Darke County · est $1.0M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 51 more items below.
| Item | Quantity | R1Bcc Ohio INC | % of bid |
|---|---|---|---|
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 65 CY | $2,194 | 17% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 240 CY | $305 | 9% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $72,225 | 9% |
| 526E10001 REINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER | 147 SY | $441 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $59,856 | 7% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 124 CY | $383 | 6% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 80 FT | $521 | 5% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 14,943 LB | $2.65 | 5% |
| 202E23000 PAVEMENT REMOVED | 1,532 SY | $25.40 | 5% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 13 CY | $2,558 | 4% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 60 FT | $524 | 4% |
| 304E20000 AGGREGATE BASE | 271 CY | $102 | 3% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 87 SY | $317 | 3% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 107 SY | $207 | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 8 EACH | $2,678 | 3% |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 8 EACH | $2,541 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $17,745 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 8,281 LB | $2.05 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 5 MNTH | $2,760 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,149 | 1% |
| Item | Quantity | R1Bcc Ohio INC |
|---|---|---|
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 1,100 FT | $2.10 |
| 202E98100 REMOVAL MISC.: REMOVAL OF BRIDGE ID SIGN AND REERE | 2 EACH | $205 |
| 204E10000 SUBGRADE COMPACTION | 1,584 SY | $2.75 |
| 209E60200 LINEAR GRADING | 12 STA | $258 |
| 606E15050 GUARDRAIL, TYPE MGS | 525 FT | $21.42 |
| 659E10000 SEEDING AND MULCHING | 1,269 SY | $4.21 |
| 659E14000 REPAIR SEEDING AND MULCHING | 63 SY | $4.04 |
| 659E20000 COMMERCIAL FERTILIZER | 0.17 TON | $551 |
| 659E35000 WATER | 7 MGAL | $1.05 |
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 →
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 |
| 407E10000 TACK COAT | 156 GAL | $2.57 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $20.64 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BI-DIRECTIONAL) | 16 EACH | $13.13 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 10 FT | $26.25 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 2 SF | $31.50 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $68.25 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $15.75 |
| 646E10010 EDGE LINE, 6" | 0.2 MILE | $11,792 |
| 646E10200 CENTER LINE | 0.1 MILE | $15,755 |
| 614E12420 DETOUR SIGNING | 1 LS | $11,025 |
| 202E23500 WEARING COURSE REMOVED | 107 SY | $15.75 |
| 202E38500 BRIDGE RAILING REMOVED | 75 FT | $8.40 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,420 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,580 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $5.15 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 1,688 LB | $1.78 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 68 FT | $28.79 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 72 FT | $31.77 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 8 SF | $215 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 38 CY | $208 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $10,605 |
| 844E20001 GALVANIC ANODE PROTECTION, AS PER PLAN | 78 EACH | $41.61 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 2 CY | $600 |
| 848E50000 HAND CHIPPING | 4 SY | $645 |
| 848E50100 TEST SLAB | 1 LS | $3,183 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $136 |
| 202E23500 WEARING COURSE REMOVED | 188 SY | $11.03 |
| 202E38500 BRIDGE RAILING REMOVED | 50 FT | $9.03 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,420 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,580 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 142 EACH | $29.69 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 3 CY | $2,739 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 48 SF | $8.70 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 82 SF | $9.15 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 98 FT | $81.06 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 93 FT | $28.79 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 23 CY | $162 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 50 FT | $32.16 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $10,605 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,108 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,100 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 65 CY | $2,194 | $143k | 14% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 240 CY | $304.5 | $73k | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $72,225 | $72k | 7% |
| 526E10001 REINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER | 147 SY | $440.83 | $65k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $59,856 | $60k | 6% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 124 CY | $383.25 | $48k | 5% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 80 FT | $520.8 | $42k | 4% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 14,943 LB | $2.65 | $40k | 4% |
| 202E23000 PAVEMENT REMOVED | 1,532 SY | $25.4 | $39k | 4% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 13 CY | $2,558 | $33k | 3% |