HIG-SR 753-13.03
HIG County · est $1.9M
Bid dateThursday, October 9—
HIG County · est $1.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 34 more items below.
| Item | Quantity | R1Double Z Construction Company | R2Complete General Construction Company | R3Bcc Ohio INC | R4Sunesis Construction CO | R5Eagle Bridge CO | % of bid |
|---|---|---|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $300,000 | $378,000 | $145,187 | $316,849 | $350,000 | 16% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 43,481 LB | $4.89 | $4.00 | $4.25 | $5.42 | $4.65 | 11% |
| 511E34412 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 79 CY | $2,500 | $1,900 | $1,857 | $3,006 | $3,300 | 10% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 32,910 SF | $5.75 | $5.75 | $9.45 | $5.75 | $8.00 | 10% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 129 CY | $925 | $750 | $1,558 | $802 | $900 | 6% |
| Item | Quantity | R1Double Z Construction Company | R2Complete General Construction Company | R3Bcc Ohio INC | R4Sunesis Construction CO | R5Eagle Bridge CO |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,500 | $5,500 | $2,064 | $2,183 | $250 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1.5" DEEP | 489 SY | $16.00 | $7.00 | $9.83 | $7.00 | $8.30 |
| 203E10000 EXCAVATION | 31 CY | $75.00 | $40.00 | $19.31 | $62.16 | $100 |
| 204E10000 SUBGRADE COMPACTION | 186 SY |
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 →
| 848E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 1,261 SY | $90.00 | $75.00 | $83.30 | $96.90 | $90.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $104,000 | $58,604 | $107,511 | $115,000 | 5% |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 32,910 SF | $3.00 | $3.00 | $5.25 | $3.00 | $4.00 | 5% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 32,910 SF | $3.00 | $3.00 | $3.15 | $3.00 | $3.00 | 5% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 32,910 SF | $3.00 | $3.00 | $2.36 | $3.00 | $2.15 | 5% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,177 SY | $70.00 | $85.00 | $62.40 | $56.92 | $90.00 | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 189 SY | $375 | $350 | $542 | $482 | $400 | 4% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 68 FT | $960 | $800 | $1,235 | $1,289 | $1,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $12,000 | $5,118 | $7,113 | $5,000 | 1% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 910 SY | $27.00 | $26.75 | $29.40 | $35.84 | $26.75 | 1% |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED1.5" | 1,177 SY | $18.00 | $15.00 | $9.38 | $11.12 | $16.00 | 1% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $20,000 | $25,000 | $22,205 | $19,206 | $40,000 | 1% |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 8 EACH | $2,250 | $2,100 | $2,838 | $2,163 | $2,000 | 1% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 21 CY | $775 | $775 | $630 | $775 | $600 | 1% |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 12,296 FT | $1.25 | $1.50 | $1.84 | $1.93 | $1.75 | 1% |
| $10.00 |
| $30.00 |
| $3.00 |
| $4.79 |
| $12.00 |
| 304E20000 AGGREGATE BASE | 25 CY | $150 | $150 | $129 | $118 | $200 |
| 407E10000 TACK COAT | 44 GAL | $4.50 | $4.50 | $1.05 | $4.50 | $1.00 |
| 202E38000 GUARDRAIL REMOVED | 400 FT | $9.00 | $8.00 | $2.52 | $6.37 | $2.80 |
| 606E15050 GUARDRAIL, TYPE MGS | 400 FT | $22.86 | $22.86 | $23.31 | $22.86 | $20.50 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,100 | $2,100 | $2,961 | $2,100 | $2,500 |
| 609E24510 CURB, TYPE 4-C | 73 FT | $58.00 | $125 | $32.29 | $59.97 | $75.00 |
| 621E00100 RPM | 4 EACH | $450 | $450 | $354 | $450 | $600 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 14 EACH | $15.00 | $50.00 | $20.64 | $6.51 | $25.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (TWO-WAY) | 6 EACH | $11.00 | $11.00 | $13.13 | $11.00 | $10.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 (TWO-WAY) | 12 EACH | $10.00 | $10.00 | $15.75 | $10.00 | $12.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.09 MILE | $16,687 | $7,250 | $17,521 | $7,250 | $17,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $29,225 | $22,500 | $30,686 | $22,500 | $35,000 |
| 253E02000 PAVEMENT REPAIR | 30 CY | $500 | $650 | $525 | $500 | $500 |
| 407E10000 TACK COAT | 30 GAL | $4.50 | $4.50 | $1.05 | $4.50 | $1.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 30 CY | $450 | $450 | $415 | $450 | $395 |
| 614E12420 DETOUR SIGNING | 1 LS | $9,000 | $9,000 | $6,090 | $8,740 | $8,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 30 CY | $200 | $550 | $525 | $492 | $380 |
| 616E10000 WATER | 1 MGAL | $50.00 | $80.00 | $11.55 | $198 | $10.00 |
| 202E22900 APPROACH SLAB REMOVED | 122 SY | $60.00 | $95.00 | $92.03 | $123 | $70.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 136 EACH | $27.00 | $35.00 | $29.69 | $19.96 | $30.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 51 MNHR | $150 | $150 | $158 | $150 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 8 EACH | $250 | $250 | $210 | $250 | $200 |
| 526E90011 TYPE A INSTALLATION, AS PER PLAN | 68 FT | $225 | $625 | $310 | $353 | $450 |
| 848E30000 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 10 CY | $300 | $450 | $420 | $447 | $310 |
| 848E50000 HAND CHIPPING | 126 SY | $90.00 | $95.00 | $271 | $157 | $110 |
| 848E50100 TEST SLAB | 1 LS | $600 | $8,000 | $2,598 | $1,005 | $1,500 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 12 SY | $125 | $50.00 | $271 | $141 | $100 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $13,500 | $26,013 | $12,041 | $50,000 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $1,800 | $2,000 | $3,975 | $1,910 | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $19,000 | $2,550 | $3,000 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $300,000 | $300k | 15% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 43,481 LB | $4.89 | $213k | 10% |
| 511E34412 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 79 CY | $2,500 | $198k | 10% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 32,910 SF | $5.75 | $189k | 9% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 129 CY | $925 | $119k | 6% |
| 848E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 1,261 SY | $90 | $113k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 5% |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 32,910 SF | $3 | $99k | 5% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 32,910 SF | $3 | $99k | 5% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 32,910 SF | $3 | $99k | 5% |