WOO-US 6-14.83 Bridge
WOO County · est $0.7M
Bid dateThursday, February 13—
WOO County · est $0.7M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 40 more items below.
| Item | Quantity | R1Bcc Ohio INC | R2Bridge Specialists INC | % of bid |
|---|---|---|---|---|
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 76 CY | $1,117 | $470 | 14% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 245 SY | $295 | $247 | 12% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $69,777 | $49,681 | 11% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 290.5 FT | $154 | $147 | 7% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 676 SY | $61.71 | $58.13 | 7% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 676 SY | $56.73 | $77.71 | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 25,638 LB | $1.30 | $2.00 | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 162 CY | $205 | $244 | 5% |
| 519E11900 SPECIAL - PATCHING CONCRETE STRUCTURE WITH HIGH EA | 6 CY | $4,335 | $1,253 | 4% |
| 203E10000 EXCAVATION | 1,095 CY | $19.24 | $61.29 | 3% |
| 848E50100 TEST SLAB | 1 LS | $18,878 | $750 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $17,483 | $68,500 | 3% |
| 526E90010 TYPE A INSTALLATION | 103 FT | $169 | $81.90 | 3% |
| 848E50000 HAND CHIPPING | 150 SY | $108 | $75.00 | 3% |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 716 EACH | $21.01 | $19.50 | 2% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 9 CY | $1,508 | $1,653 | 2% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 43 CY | $310 | $470 | 2% |
| 304E20000 AGGREGATE BASE | 124 CY | $91.25 | $80.00 | 2% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $1,046 | $1,000 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $2,410 | $2,295 | 2% |
| Item | Quantity | R1Bcc Ohio INC | R2Bridge Specialists INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,920 | $13,000 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 455 SY | $13.67 | $31.20 |
| 202E38000 GUARDRAIL REMOVED | 362.5 FT | $2.10 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $131 | $125 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $99.75 | $95.00 |
| 202E75000 FENCE REMOVED | 265 FT | $1.89 | $1.80 |
| 204E10000 SUBGRADE COMPACTION | 740 SY | $1.92 | $7.50 |
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 →
| 209E15000 RESHAPING UNDER GUARDRAIL | 6 STA | $42.00 | $40.00 |
| 209E60200 LINEAR GRADING | 6 STA | $42.00 | $40.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 262.5 FT | $16.80 | $16.00 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,300 | $2,190 |
| 607E15000 FENCE, TYPE 47 | 265 FT | $23.31 | $22.20 |
| 659E10000 SEEDING AND MULCHING | 800 SY | $3.47 | $3.30 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $525 | $500 |
| 832E30000 EROSION CONTROL | 7,500 EACH | $1.00 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 72 GAL | $2.31 | $6.00 |
| 617E10100 COMPACTED AGGREGATE | 10 CY | $88.20 | $50.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $15.36 | $50.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BIDIRECTIONAL | 18 EACH | $7.09 | $6.75 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 32 HOUR | $75.60 | $75.00 |
| 614E12500 REPLACEMENT SIGN | 10 EACH | $48.00 | $125 |
| 614E12600 REPLACEMENT DRUM | 10 EACH | $82.50 | $50.00 |
| 202E22900 APPROACH SLAB REMOVED | 153 SY | $52.63 | $71.50 |
| 202E23500 WEARING COURSE REMOVED | 809 SY | $3.74 | $7.10 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $6,690 | $2,600 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $1.30 | $2.00 |
| 511E60000 SPECIAL - BRIDGE DECK GROOVING | 878 SY | $4.29 | $11.50 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 118 SY | $21.86 | $31.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 14 SF | $3.00 | $13.00 |
| 516E31000 JOINT SEALER, 706.05 | 78 FT | $19.53 | $19.50 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 29 CY | $86.64 | $292 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 343 FT | $10.07 | $15.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 126 FT | $7.37 | $11.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $6.79 | $11.00 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $107 | $455 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 60 CY | $116 | $134 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 10 CY | $293 | $250 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,843 | $18,500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,012 | $7,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,220 | $6,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 76 CY | $1,117 | $85k | 12% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 245 SY | $295.34 | $72k | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $69,777 | $70k | 10% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 290.5 FT | $154.35 | $45k | 6% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 676 SY | $61.71 | $42k | 6% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 676 SY | $56.73 | $38k | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 25,638 LB | $1.3 | $33k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 162 CY | $204.75 | $33k | 5% |
| 519E11900 SPECIAL - PATCHING CONCRETE STRUCTURE WITH HIGH EA | 6 CY | $4,335 | $26k | 4% |
| 203E10000 EXCAVATION | 1,095 CY | $19.24 | $21k | 3% |