Has-US 22-03.59
Harrison County · est $1.0M
Bid dateThursday, August 25—
Harrison County · est $1.0M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 46 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Craig Edward Susany INC | R4Alan Stone CO INC | R5Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18x119 STEEL BEAMS, FURNISHED | 2,220 FT | $98.00 | $107 | $104 | $115 | $109 | 30% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 1,634 FT | $54.00 | $60.00 | $70.00 | $59.00 | $75.00 | 12% |
| 507E00201 STEEL PILES HP12X53, FURNISHED, AS PER PLAN | 1,385 FT | $43.00 | $50.00 | $53.00 | $50.00 | $43.00 | 8% |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Craig Edward Susany INC | R4Alan Stone CO INC | R5Shelly & Sands INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $3,500 | $100 | $14,000 | $3,100 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 13 FT | $25.00 | $25.00 | $20.00 | $30.00 | $16.00 |
| 202E38000 GUARDRAIL REMOVED | 325 FT | $7.00 | $2.00 | $3.00 | $2.00 | $1.80 |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS | $3,000 |
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 →
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) |
| 229 CY |
| $200 |
| $275 |
| $291 |
| $280 |
| $350 |
| 6% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 820 FT | $46.00 | $65.00 | $70.00 | $60.00 | $79.00 | 5% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 925 FT | $40.00 | $50.00 | $50.00 | $47.00 | $56.00 | 5% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 470 FT | $74.00 | $85.00 | $70.00 | $70.00 | $88.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $17,000 | $15,000 | $33,000 | $18,525 | 4% |
| 304E20000 AGGREGATE BASE | 267 CY | $100 | $110 | $110 | $100 | $120 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $15,000 | $10,000 | $22,000 | $40,000 | 3% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 370 FT | $47.00 | $55.00 | $50.00 | $50.00 | $75.00 | 2% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 435 FT | $38.00 | $30.00 | $36.00 | $32.00 | $28.40 | 2% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 280 SY | $51.00 | $70.00 | $80.00 | $93.00 | $65.00 | 2% |
| 202E23000 PAVEMENT REMOVED | 876 SY | $16.00 | $20.00 | $16.00 | $15.00 | $28.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $9,000 | $30,000 | $6,000 | $4,500 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 890 FT | $12.00 | $8.00 | $16.00 | $21.00 | $23.00 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $2,000 | $2,500 | $2,200 | $2,260 | 1% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (43 CY | $210 | $350 | $331 | $540 | $450 | 1% |
| 690E98600 SPECIAL - DRILLING THROUGH OBSTRUCTIONS | 20 HOUR | $425 | $300 | $350 | $550 | $600 | 1% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 400 FT | $18.00 | $18.00 | $17.00 | $12.00 | $17.00 | 1% |
| $3,500 |
| $1,000 |
| $5,500 |
| $3,500 |
| 203E10000 EXCAVATION | 78 CY | $35.00 | $25.00 | $20.00 | $15.00 | $13.00 |
| 203E20000 EMBANKMENT | 104 CY | $23.00 | $35.00 | $20.00 | $12.00 | $17.00 |
| 204E10000 SUBGRADE COMPACTION | 984 SY | $5.00 | $2.00 | $2.00 | $2.00 | $4.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $3,100 | $3,500 | $2,500 | $2,750 | $3,245 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $200 | $250 | $125 | $500 | $165 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 6 CY | $175 | $200 | $80.00 | $300 | $220 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $75.00 | $25.00 | $110 | $88.00 |
| 659E00300 TOPSOIL | 69 CY | $40.00 | $35.00 | $25.00 | $25.00 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 619 SY | $6.00 | $4.00 | $4.00 | $3.00 | $6.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 31 SY | $6.00 | $4.00 | $4.00 | $6.40 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $1,400 | $2,000 | $400 | $1,200 | $875 |
| 659E31000 LIME | 0.13 ACRE | $80.00 | $500 | $50.00 | $800 | $50.00 |
| 659E35000 WATER | 4 MGAL | $1.00 | $1.00 | $1.00 | $0.01 | $1.00 |
| 832E30000 EROSION CONTROL | 7,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 10 FT | $44.00 | $20.00 | $17.00 | $10.00 | $60.00 |
| 611E05900 15" CONDUIT, TYPE B | 13 FT | $150 | $125 | $100 | $100 | $145 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $210 | $400 | $150 | $300 | $350 |
| 407E10000 TACK COAT | 145 GAL | $8.00 | $5.00 | $4.00 | $5.00 | $3.25 |
| 408E10001 PRIME COAT, AS PER PLAN | 18 GAL | $15.00 | $45.00 | $130 | $7.00 | $75.00 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 30 CY | $240 | $600 | $577 | $670 | $650 |
| 621E00100 RPM | 11 EACH | $275 | $300 | $275 | $300 | $275 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $15.00 | $20.00 | $1.00 | $15.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 9 EACH | $12.00 | $10.00 | $10.00 | $10.00 | $9.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 35 FT | $25.00 | $20.00 | $15.00 | $19.00 | $18.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $50.00 | $80.00 | $20.00 | $74.00 | $65.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 3 EACH | $40.00 | $10.00 | $10.00 | $73.00 | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.15 MILE | $20,000 | $25,000 | $25,000 | $20,000 | $8,000 |
| 646E10200 CENTER LINE | 0.08 MILE | $25,000 | $35,000 | $50,000 | $27,000 | $15,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $2,300 | $1,500 | $12,500 | $1,300 | $9,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $290 | $175 | $500 | $500 | $250 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 BIDIRECTIONAL | 11 EACH | $45.00 | $10.00 | $10.00 | $45.00 | $9.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 11 EACH | $55.00 | $20.00 | $10.00 | $55.00 | $14.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $14,000 | $10,000 | $14,000 | $14,000 | $13,300 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.16 MILE | $5,000 | $5,000 | $5,000 | $5,000 | $4,570 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.54 MILE | $9,200 | $10,000 | $10,000 | $10,000 | $9,075 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.32 MILE | $2,600 | $3,000 | $3,000 | $3,000 | $2,250 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $12.00 | $25.00 | $12.00 | $15.00 | $12.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $7,000 | $3,500 | $2,500 | $20,000 | $16,000 |
| 616E10000 WATER | 10 MGAL | $10.00 | $1.00 | $1.00 | $1.00 | $17.00 |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, UN | 10 FT | $225 | $75.00 | $100 | $135 | $128 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $1,200 | $1,000 | $1,000 | $800 | $4,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $3,500 | $5,000 | $6,000 | $9,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18x119 STEEL BEAMS, FURNISHED | 2,220 FT | $98 | $218k | 27% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 1,634 FT | $54 | $88k | 11% |
| 507E00201 STEEL PILES HP12X53, FURNISHED, AS PER PLAN | 1,385 FT | $43 | $60k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 229 CY | $200 | $46k | 6% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 820 FT | $46 | $38k | 5% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 925 FT | $40 | $37k | 5% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 470 FT | $74 | $35k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $30k | 4% |
| 304E20000 AGGREGATE BASE | 267 CY | $100 | $27k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 2% |