Has-SR 9-17.78
Harrison County · est $0.4M
Bid dateThursday, December 15—
Harrison County · est $0.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 54 more items below.
| Item | Quantity | R1Bog Construction INC | R2Bcc Ohio INC | R3Axis Civil Construction LLC | % of bid |
|---|---|---|---|---|---|
| 848E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 120 SY | $435 | $173 | $330 | 12% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $50,000 | $46,575 | $30,000 | 12% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 103 SY | $420 | $322 | $230 | 10% |
| 515E12021 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 1 EACH | $42,000 | $39,840 | $42,000 | 10% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 69 FT | $590 | $834 | $1,100 | 10% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 110 SY | $275 | $425 | $390 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 |
| Item | Quantity | R1Bog Construction INC | R2Bcc Ohio INC | R3Axis Civil Construction LLC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $1,350 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 60 SY | $45.00 | $30.25 | $19.00 |
| 202E30000 WALK REMOVED | 153 SF | $10.00 | $4.41 | $9.00 |
| 202E32000 CURB REMOVED | 34 FT | $25.00 | $13.24 | $30.00 |
| 202E38000 GUARDRAIL REMOVED | 124 FT | $5.00 | $2.10 | $10.00 |
| 203E10000 EXCAVATION | 51 CY | $50.00 |
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 →
| $25,416 |
| $40,000 |
| 6% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,000 | $6,363 | $7,500 | 4% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 8 CY | $1,800 | $2,652 | $1,700 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 14 CY | $947 | $1,050 | $700 | 3% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 6 CY | $2,200 | $2,960 | $2,150 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 44 FT | $300 | $260 | $318 | 3% |
| 526E90010 TYPE A INSTALLATION | 67 FT | $175 | $342 | $330 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,500 | $3,015 | $3,500 | 2% |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $10,000 | $5,000 | $8,000 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $9,500 | $9,735 | $10,100 | 2% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $4,000 | $3,171 | $4,850 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (3 CY | $2,565 | $2,363 | $1,800 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,452 LB | $5.00 | $5.06 | $4.00 | 2% |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 44 FT | $155 | $160 | $161 | 2% |
| $33.75 |
| $50.00 |
| 203E20000 EMBANKMENT | 1 CY | $750 | $338 | $75.00 |
| 204E10000 SUBGRADE COMPACTION | 184 SY | $5.00 | $11.25 | $4.00 |
| 606E20050 ROUNDED END SECTION | 4 EACH | $150 | $68.25 | $350 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 2 EACH | $1,400 | $1,292 | $2,800 |
| 608E10000 4" CONCRETE WALK | 124 SF | $10.00 | $22.46 | $25.00 |
| 608E52000 CURB RAMP | 29 SF | $40.00 | $80.53 | $45.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $94.50 | $200 |
| 659E00300 TOPSOIL | 8 CY | $50.00 | $42.00 | $65.00 |
| 659E10000 SEEDING AND MULCHING | 76 SY | $40.00 | $24.68 | $5.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 4 SY | $10.00 | $4.99 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.01 TON | $5,000 | $1,260 | $1,200 |
| 659E31000 LIME | 0.02 ACRE | $1,000 | $105 | $600 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.05 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE | 30 CY | $140 | $149 | $150 |
| 407E10000 TACK COAT | 12 GAL | $10.00 | $4.20 | $5.00 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 2 CY | $2,930 | $2,625 | $1,800 |
| 609E26000 CURB, TYPE 6 | 32 FT | $75.00 | $72.98 | $110 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 6 EACH | $20.00 | $12.60 | $11.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 14 FT | $35.00 | $28.88 | $30.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $100 | $68.25 | $500 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $250 | $15.75 | $200 |
| 646E10010 EDGE LINE, 6" | 0.04 MILE | $100,000 | $58,396 | $51,000 |
| 646E10200 CENTER LINE | 0.02 MILE | $140,000 | $83,634 | $68,000 |
| 407E10000 TACK COAT | 15 GAL | $10.00 | $4.20 | $10.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $30.00 | $126 | $100 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 10 CY | $300 | $1,365 | $400 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $210 | $179 | $400 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.02 MILE | $20,000 | $31,500 | $50,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.04 MILE | $20,000 | $15,750 | $51,650 |
| 616E10000 WATER | 11 MGAL | $1.00 | $35.63 | $1.00 |
| 617E10100 COMPACTED AGGREGATE | 15 CY | $150 | $383 | $110 |
| 617E25000 WATER | 1 MGAL | $1.00 | $18.00 | $1.00 |
| 202E22900 APPROACH SLAB REMOVED | 110 SY | $50.00 | $60.07 | $75.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $3,800 | $5,147 | $16,000 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 448 LB | $5.00 | $5.04 | $4.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 155 SY | $35.00 | $35.12 | $30.00 |
| 512E33000 TYPE 2 WATERPROOFING | 29 SY | $50.00 | $54.38 | $65.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 7 SF | $60.00 | $18.86 | $33.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 2 EACH | $100 | $321 | $205 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 4 EACH | $180 | $244 | $200 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 8 CY | $150 | $158 | $300 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 29 SF | $200 | $128 | $350 |
| 848E30000 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 5 CY | $400 | $525 | $480 |
| 848E50000 HAND CHIPPING | 10 SY | $220 | $155 | $440 |
| 848E50100 TEST SLAB | 1 LS | $2,000 | $225 | $2,500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,500 | $6,930 | $8,500 |
| 619E16000 FIELD OFFICE, TYPE A | 5 MNTH | $500 | $2,063 | $2,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 848E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 120 SY | $435 | $52k | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $50,000 | $50k | 10% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 103 SY | $420 | $43k | 8% |
| 515E12021 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 1 EACH | $42,000 | $42k | 8% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 69 FT | $590 | $41k | 8% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 110 SY | $275 | $30k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 5% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,000 | $17k | 3% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 8 CY | $1,800 | $14k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 14 CY | $947 | $13k | 3% |