D07-BH-FY25 (C)
D07 County · est $1.3M
Bid dateThursday, September 26—
D07 County · est $1.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 60 more items below.
| Item | Quantity | R1Bcc Ohio INC | R2Complete General Construction Company | R3Eagle Bridge CO | R4Double Z Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 225 CY | $478 | $455 | $457 | $455 | 14% |
| 516E10500 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC C | 88 FT | $775 | $700 | $650 | $600 | 9% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 530 SY | $123 | $100 | $135 | $190 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $65,114 | $60,000 | $55,000 | $40,000 | 8% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 530 SY | $103 | $120 | $115 | $100 | 7% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 397 SY | $113 | $110 |
| Item | Quantity | R1Bcc Ohio INC | R2Complete General Construction Company | R3Eagle Bridge CO | R4Double Z Construction Company |
|---|---|---|---|---|---|
| 209E15000 RESHAPING UNDER GUARDRAIL | 27 STA | $73.50 | $70.00 | $70.00 | $70.00 |
| 601E28001 DUMPED ROCK FILL, TYPE D, AS PER PLAN | 2 CY | $261 | $400 | $750 | $600 |
| 659E10000 SEEDING AND MULCHING | 2,985 SY | $1.42 | $1.50 | $2.50 | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 149 SY | $1.05 | $1.50 | $2.00 | $1.50 |
| 659E20000 |
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 →
| $150 |
| $200 |
| 6% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 371 SY | $115 | $110 | $150 | $200 | 5% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 397 SY | $103 | $135 | $95.00 | $100 | 5% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 371 SY | $103 | $140 | $95.00 | $100 | 5% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 306 SY | $118 | $130 | $165 | $205 | 5% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 251 FT | $133 | $127 | $120 | $127 | 4% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 282 SY | $103 | $155 | $135 | $100 | 4% |
| 202E23500 WEARING COURSE REMOVED | 6,485 SY | $4.03 | $6.00 | $9.00 | $5.00 | 3% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 199 FT | $124 | $118 | $120 | $118 | 3% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 186 FT | $124 | $118 | $120 | $118 | 3% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 172 FT | $124 | $118 | $120 | $118 | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 10 CY | $1,742 | $3,100 | $1,750 | $1,400 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 10 CY | $1,734 | $4,000 | $3,500 | $1,800 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $14,700 | $25,000 | $25,000 | $25,000 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $14,597 | $44,000 | $50,000 | $59,000 | 2% |
| 0.41 TON |
| $683 |
| $1,250 |
| $1,250 |
| $1,200 |
| 659E35000 WATER | 16 MGAL | $1.05 | $1.00 | $10.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E10000 TACK COAT | 421 GAL | $1.05 | $2.50 | $14.25 | $1.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 26 EACH | $13.50 | $16.00 | $30.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.07 MILE | $20,076 | $19,120 | $19,120 | $19,120 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $14,312 | $13,630 | $13,630 | $13,630 |
| 646E10010 EDGE LINE, 6" | 0.63 MILE | $13,729 | $13,075 | $13,075 | $13,075 |
| 646E10200 CENTER LINE | 0.33 MILE | $15,755 | $15,005 | $15,005 | $15,005 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $14,129 | $30,000 | $27,500 | $85,000 |
| 202E38602 BRIDGE RAILING REMOVED FOR REUSE | 94 FT | $5.25 | $5.00 | $15.00 | $5.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $1,358 | $2,000 | $5,500 | $5,000 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $1.66 | $3.25 | $2.00 | $3.00 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 1,977 LB | $1.68 | $2.50 | $2.00 | $2.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 32 EACH | $23.60 | $24.00 | $35.00 | $28.00 |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 3 CY | $2,144 | $3,000 | $2,000 | $2,000 |
| 511E81300 CONCRETE, MISC.: EMBEDDED GALVANIC ANODE (EGA) | 43 EACH | $54.72 | $50.00 | $50.00 | $100 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 64 FT | $26.39 | $27.50 | $25.00 | $20.00 |
| 517E76302 RAILING, MISC.: TYPE B ANCHORS | 56 EACH | $84.00 | $80.00 | $62.00 | $100 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 214 FT | $18.33 | $16.25 | $15.00 | $20.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 9 CY | $473 | $450 | $450 | $550 |
| 848E50000 HAND CHIPPING | 28 SY | $193 | $85.00 | $100 | $135 |
| 848E50101 TEST SLAB, AS PER PLAN | 1 LS | $1,697 | $2,000 | $2,500 | $1,250 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1 1/4" | 306 SY | $12.93 | $18.00 | $12.00 | $35.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 14 SY | $93.60 | $70.00 | $40.00 | $110 |
| 517E75500 BRIDGE RAILING REBUILT | 94 FT | $29.40 | $28.00 | $20.00 | $28.00 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $3.41 | $3.25 | $2.00 | $3.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 88 FT | $26.39 | $27.50 | $20.00 | $20.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 311 FT | $18.33 | $16.25 | $15.00 | $20.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 15 CY | $473 | $450 | $450 | $550 |
| 848E50000 HAND CHIPPING | 53 SY | $193 | $85.00 | $100 | $140 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1 1/4" | 530 SY | $10.50 | $19.00 | $10.00 | $30.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 27 SY | $93.60 | $70.00 | $40.00 | $100 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $3.41 | $3.25 | $2.00 | $3.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 84 FT | $26.39 | $27.50 | $20.00 | $20.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 231 FT | $18.33 | $16.25 | $15.00 | $20.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 11 CY | $473 | $450 | $450 | $550 |
| 848E50000 HAND CHIPPING | 37 SY | $193 | $85.00 | $100 | $140 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1 1/4" | 371 SY | $11.92 | $13.00 | $12.00 | $35.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 19 SY | $93.60 | $70.00 | $40.00 | $100 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $3.41 | $3.25 | $2.00 | $3.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 84 FT | $26.39 | $27.50 | $20.00 | $20.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 247 FT | $18.33 | $16.25 | $15.00 | $20.00 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 12 CY | $473 | $450 | $450 | $550 |
| 848E50000 HAND CHIPPING | 40 SY | $193 | $85.00 | $100 | $145 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1 1/4" | 397 SY | $11.61 | $13.00 | $12.00 | $34.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 20 SY | $93.60 | $70.00 | $40.00 | $105 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 1,053 LB | $1.70 | $2.50 | $2.00 | $4.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 164 EACH | $25.62 | $20.00 | $25.00 | $28.00 |
| 512E33011 TYPE 3 WATERPROOFING, AS PER PLAN | 298 SY | $47.93 | $42.50 | $42.50 | $45.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 176 FT | $12.59 | $27.50 | $20.00 | $20.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 158 FT | $18.33 | $16.25 | $16.25 | $20.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,477 | $9,000 | $15,000 | $9,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,009 | $15,000 | $10,000 | $11,000 |
| 619E16010 FIELD OFFICE, TYPE B | 1 MNTH | $5,850 | $3,000 | $3,000 | $3,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,010 | $4,000 | $5,000 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 225 CY | $477.75 | $107k | 11% |
| 516E10500 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC C | 88 FT | $775.14 | $68k | 7% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 530 SY | $123.08 | $65k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $65,114 | $65k | 6% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 530 SY | $103.19 | $55k | 5% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 397 SY | $112.95 | $45k | 4% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 371 SY | $115.38 | $43k | 4% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 397 SY | $103.19 | $41k | 4% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 371 SY | $103.19 | $38k | 4% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 306 SY | $118.31 | $36k | 4% |