Bel-CR 4-23.62/25.79
Belmont County · est $0.5M
Bid dateThursday, June 16—
Belmont County · est $0.5M
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 · 37 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W16X77, FURNISHED | 960 FT | $85.00 | $88.00 | $113 | 13% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: REINFORCED CONCRETE KNE | 35 CY | $1,650 | $2,300 | $1,100 | 9% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 18" DIAMETER, UN | 348 FT | $155 | $90.00 | $80.00 | 9% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 320 FT | $165 | $125 | $125 | 9% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,350 SF | $30.00 | $29.00 |
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,500 | $10,000 | $14,000 |
| 202E23000 PAVEMENT REMOVED | 177 SY | $13.00 | $25.00 | $50.50 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 19 FT | $11.00 | $30.00 | $49.50 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 2 FT | $9.90 | $165 | $232 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 374 FT | $2.60 | $5.00 | $10.00 |
| 203E10000 EXCAVATION |
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 →
| $34.50 |
| 7% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: REINFORCED CONCRETE KNE | 21 CY | $1,750 | $2,700 | $1,100 | 6% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 18" DIAMETER, UN | 204 FT | $165 | $90.00 | $120 | 6% |
| 524E94403 DRILLED SHAFTS, 18" DIAMETER, ABOVE BEDROCK, AS PE | 174 FT | $155 | $95.00 | $35.00 | 4% |
| 524E94405 DRILLED SHAFTS, 18" DIAMETER, INTO BEDROCK, AS PER | 174 FT | $155 | $175 | $140 | 4% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 160 FT | $165 | $100 | $111 | 4% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 155 FT | $165 | $110 | $80.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $26,000 | $22,000 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 99 CY | $195 | $125 | $251 | 3% |
| 304E20000 AGGREGATE BASE | 152 CY | $115 | $115 | $150 | 3% |
| 524E94403 DRILLED SHAFTS, 18" DIAMETER, ABOVE BEDROCK, AS PE | 102 FT | $165 | $90.00 | $35.00 | 3% |
| 524E94405 DRILLED SHAFTS, 18" DIAMETER, INTO BEDROCK, AS PER | 102 FT | $165 | $175 | $180 | 3% |
| 503E22201 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 554 CY | $30.00 | $65.00 | $60.00 | 3% |
| 606E16801 GUARDRAIL REBUILT, TYPE MGS HALF POST SPACING WITH | 374 FT | $37.20 | $45.00 | $63.50 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 22 CY | $550 | $380 | $1,100 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $10,000 | $10,500 | 2% |
| 133 CY |
| $45.00 |
| $30.00 |
| $20.00 |
| 203E20000 EMBANKMENT | 28 CY | $22.00 | $60.00 | $18.00 |
| 204E10000 SUBGRADE COMPACTION | 666 SY | $7.00 | $5.00 | $6.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 44 CY | $35.00 | $50.00 | $31.50 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 22 CY | $75.00 | $175 | $155 |
| 204E30040 GRANULAR MATERIAL, TYPE E | 22 CY | $79.00 | $175 | $104 |
| 204E45000 PROOF ROLLING | 1 HOUR | $120 | $200 | $220 |
| 606E15201 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 175 FT | $42.80 | $60.00 | $73.00 |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN | — | $3,380 | $2,500 | $5,800 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,685 | $1,200 | $20,000 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $245 | $150 | $486 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 50 CY | $105 | $85.00 | $272 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 114 SY | $32.00 | $15.00 | $20.50 |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E05900 15" CONDUIT, TYPE B, 707.33 | 10 FT | $210 | $170 | $250 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 23 CY | $398 | $340 | $750 |
| 407E10000 TACK COAT | 10 GAL | $2.50 | $5.00 | $10.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 161 GAL | $8.50 | $10.00 | $4.00 |
| 423E00204 CRACK SEALING, TYPE II | 7 SY | $250 | $100 | $433 |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 8 CY | $798 | $460 | $1,200 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 2 EACH | $10.00 | $15.00 | $17.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.03 MILE | $34,600 | $35,000 | $59,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $35,500 | $36,000 | $61,000 |
| 616E10000 WATER | 5 MGAL | $35.00 | $1.00 | $1.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $11,625 | $15,000 | $10,000 |
| 507E00400 STEEL PILES, MISC.: W6X9, FURNISHED | 306 FT | $13.00 | $15.00 | $16.50 |
| 513E20001 WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 70 EACH | $35.00 | $46.00 | $50.00 |
| 530E50010 SPECIAL - RETAINING WALL: CAST-IN-PLACE CONCRETE | 46 SF | $120 | $130 | $165 |
| 507E00400 STEEL PILES, MISC.: W6X9, FURNISHED | 522 FT | $13.00 | $15.00 | $18.00 |
| 513E20001 WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 118 EACH | $35.00 | $48.00 | $40.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,200 | $10,000 | $5,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,150 | $15,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W16X77, FURNISHED | 960 FT | $85 | $82k | 11% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: REINFORCED CONCRETE KNE | 35 CY | $1,650 | $58k | 8% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 18" DIAMETER, UN | 348 FT | $155 | $54k | 7% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 320 FT | $165 | $53k | 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,350 SF | $30 | $41k | 6% |
| 511E53010 CLASS QC1 CONCRETE, MISC.: REINFORCED CONCRETE KNE | 21 CY | $1,750 | $37k | 5% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 18" DIAMETER, UN | 204 FT | $165 | $34k | 5% |
| 524E94403 DRILLED SHAFTS, 18" DIAMETER, ABOVE BEDROCK, AS PE | 174 FT | $155 | $27k | 4% |
| 524E94405 DRILLED SHAFTS, 18" DIAMETER, INTO BEDROCK, AS PER | 174 FT | $155 | $27k | 4% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 160 FT | $165 | $26k | 4% |