Has-SR 151-24.96
Harrison County · est $1.8M
Bid dateThursday, April 28—
Harrison County · est $1.8M
Published by ODOT on this contract’s Proposal PDF · EDGE 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 · 33 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Alan Stone CO INC | R4Bog Construction INC | R5Shelly & Sands INC | R6Ruhlin Company | % of bid |
|---|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W14X38 STEEL BEAMS, FURNISHED | 10,415 FT | $31.00 | $35.00 | $30.00 | $36.00 | $39.60 | $46.00 | 27% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 6,724 FT | $33.00 | $40.00 | $40.00 | $59.00 | $53.00 | $65.00 | 19% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 2,768 FT | $59.00 | $45.00 | $55.00 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Dennison Bridge INC | R3Alan Stone CO INC | R4Bog Construction INC | R5Shelly & Sands INC | R6Ruhlin Company |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $100 | $5,000 | $4,500 | $5,000 | $4,880 |
| 202E98100 REMOVAL MISC.: PILING REMOVED | 10 EACH | $160 | $100 | $400 | $100 | $350 | $350 |
| 203E10000 EXCAVATION | 67 CY | $33.00 | $20.00 | $15.00 | $50.00 | $8.00 |
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 →
| $42.00 |
| $55.00 |
| $72.50 |
| 14% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 24" DIAMETER, UN | 2,728 FT | $45.00 | $40.00 | $40.00 | $73.00 | $63.00 | $65.00 | 10% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 1,425 FT | $32.25 | $28.00 | $26.60 | $28.00 | $26.60 | $26.60 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 255 CY | $170 | $210 | $200 | $230 | $198 | $198 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $22,000 | $80,000 | $60,000 | $69,000 | $150,550 | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 146 CY | $195 | $300 | $275 | $295 | $270 | $270 | 2% |
| 690E98600 SPECIAL - DRILLING THROUGH OBSTRUCTIONS | 80 HOUR | $350 | $300 | $240 | $25.00 | $695 | $500 | 2% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 502 SY | $55.00 | $125 | $65.00 | $97.00 | $60.00 | $60.00 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $12,000 | $40,000 | $30,000 | $40,000 | $40,000 | 2% |
| 304E20000 AGGREGATE BASE | 254 CY | $95.00 | $100 | $88.03 | $100 | $120 | $120 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,630 FT | $14.00 | $2.00 | $21.00 | $14.00 | $18.00 | $31.50 | 2% |
| 202E38000 GUARDRAIL REMOVED | 1,452 FT | $10.00 | $1.50 | $5.00 | $2.50 | $1.50 | $1.50 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,000 | $12,500 | $12,000 | $29,000 | $10,200 | $2,500 | 1% |
| 202E23000 PAVEMENT REMOVED | 967 SY | $13.00 | $18.00 | $15.00 | $12.00 | $30.00 | $21.00 | 1% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (47 CY | $200 | $275 | $250 | $300 | $255 | $255 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $200 | $4,000 | $2,500 | $2,360 | $1,980 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=1 1/4") | 3,229 SY | $2.50 | $4.50 | $6.00 | $3.00 | $4.00 | $4.00 | 1% |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 1,611 SY | $4.00 | $2.50 | $2.50 | $4.00 | $2.50 | $2.01 | 1% |
| $42.00 |
| 203E20000 EMBANKMENT | 115 CY | $31.00 | $25.00 | $20.00 | $30.00 | $32.00 | $41.00 |
| 204E10000 SUBGRADE COMPACTION | 1,208 SY | $4.00 | $2.00 | $2.00 | $3.00 | $5.00 | $3.50 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,325 | $1,600 | $1,520 | $1,700 | $1,520 | $1,520 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 1 EACH | $2,650 | $3,100 | $2,960 | $3,200 | $2,960 | $2,960 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E10000 TACK COAT | 343 GAL | $6.00 | $2.00 | $2.50 | $3.00 | $2.00 | $2.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 129 GAL | $7.00 | $8.00 | $8.00 | $8.00 | $7.00 | $7.00 |
| 621E00100 RPM | 37 EACH | $90.00 | $125 | $90.00 | $130 | $100 | $147 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 37 EACH | $8.00 | $20.00 | $2.50 | $50.00 | $10.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 15 EACH | $11.00 | $9.00 | $8.80 | $10.00 | $9.00 | $8.80 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 70 FT | $15.00 | $24.00 | $23.50 | $25.00 | $23.50 | $16.14 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 9 EACH | $90.00 | $60.00 | $60.00 | $100 | $60.00 | $247 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $95.00 | $10.00 | $20.00 | $40.00 | $20.00 | $55.46 |
| 646E10010 EDGE LINE, 6" | 0.58 MILE | $7,500 | $7,000 | $6,578 | $10,000 | $3,000 | $4,991 |
| 646E10200 CENTER LINE | 0.29 MILE | $7,500 | $10,000 | $9,250 | $15,000 | $5,000 | $6,196 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $115 | $45.00 | $100 | $150 | $120 | $450 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 10 CY | $117 | $50.00 | $85.00 | $100 | $120 | $450 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $285 | $150 | $500 | $100 | $185 | $897 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 34 EACH | $28.00 | $20.00 | $28.00 | $15.00 | $7.00 | $8.73 |
| 614E13360 OBJECT MARKER, TWO WAY | 34 EACH | $30.00 | $25.00 | $30.00 | $15.00 | $12.00 | $12.45 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.29 MILE | $2,750 | $3,000 | $2,755 | $5,000 | $2,755 | $3,031 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.4 MILE | $9,250 | $10,000 | $9,250 | $7,500 | $9,250 | $8,225 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.58 MILE | $1,840 | $2,500 | $1,840 | $5,000 | $1,840 | $2,315 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 60 FT | $12.00 | $15.00 | $12.00 | $15.00 | $12.00 | $9.20 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $4,500 | $5,000 | $15,000 | $8,000 | $13,000 | $13,690 |
| 616E10000 WATER | 5 MGAL | $10.00 | $1.00 | $1.00 | $1.00 | $30.00 | $100 |
| 605E06020 4" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 1,300 FT | $4.00 | $15.00 | $7.50 | $14.00 | $14.00 | $25.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 40 FT | $4.00 | $20.00 | $7.50 | $20.00 | $30.00 | $25.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 4 EACH | $200 | $300 | $250 | $350 | $200 | $565 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $2,500 | $15,000 | $6,000 | $14,000 | $12,700 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W14X38 STEEL BEAMS, FURNISHED | 10,415 FT | $31 | $323k | 26% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 6,724 FT | $33 | $222k | 18% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 2,768 FT | $59 | $163k | 13% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 24" DIAMETER, UN | 2,728 FT | $45 | $123k | 10% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 1,425 FT | $32.25 | $46k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 255 CY | $170 | $43k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $30k | 2% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 146 CY | $195 | $28k | 2% |
| 690E98600 SPECIAL - DRILLING THROUGH OBSTRUCTIONS | 80 HOUR | $350 | $28k | 2% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 502 SY | $55 | $28k | 2% |