Bel-SR 149-01.92
Belmont County · est $0.8M
Bid dateThursday, December 15—
Belmont County · est $0.8M
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 · 28 more items below.
| Item | Quantity | R1Marucci & Gaffney Excavating CO | R2Buds INC | R3Shelly & Sands INC | R4Alan Stone CO INC | R5Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|
| 622E10161 CONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLA | 2,034 FT | $174 | $202 | $222 | $181 | $259 | 40% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $90,000 | $20,000 | $35,000 | $120,000 | $80,000 | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 258 CY | $248 | $325 | $225 | $400 | $356 | 7% |
| 622E10201 BARRIER TRANSITION, AS PER PLAN |
| Item | Quantity | R1Marucci & Gaffney Excavating CO | R2Buds INC | R3Shelly & Sands INC | R4Alan Stone CO INC | R5Eclipse CO LLC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $3,000 | $2,500 | $15,000 | $10,000 |
| 202E23000 PAVEMENT REMOVED | 126 SY | $38.00 | $45.00 | $70.00 | $182 | $63.00 |
| 202E32600 GUTTER REMOVED | 330 FT | $5.00 | $25.00 | $5.00 | $19.00 | $10.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 2 FT | $10.00 |
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 →
| 6 EACH |
| $9,573 |
| $5,700 |
| $9,700 |
| $5,300 |
| $16,000 |
| 7% |
| 304E20000 AGGREGATE BASE | 371 CY | $123 | $105 | $85.00 | $125 | $146 | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,820 FT | $15.35 | $18.00 | $8.00 | $10.00 | $36.10 | 5% |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 6 EACH | $5,167 | $5,700 | $9,000 | $5,200 | $11,000 | 4% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (65 CY | $450 | $485 | $300 | $480 | $466 | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 46 CY | $580 | $525 | $350 | $575 | $626 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $50,000 | $33,000 | $33,671 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,000 | $1,850 | $2,300 | $2,245 | $3,213 | 2% |
| 203E20000 EMBANKMENT | 689 CY | $24.93 | $45.00 | $15.00 | $23.00 | $24.00 | 2% |
| 203E10000 EXCAVATION | 632 CY | $24.93 | $25.00 | $30.00 | $55.00 | $25.00 | 2% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 6 EACH | $2,300 | $3,000 | $3,000 | $2,880 | $2,920 | 2% |
| 202E75000 FENCE REMOVED | 2,227 FT | $5.70 | $5.00 | $3.50 | $3.79 | $3.50 | 1% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 187.5 FT | $48.64 | $50.00 | $27.00 | $25.60 | $27.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,000 | $8,000 | $5,000 | $15,000 | $15,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $4,000 | $10,000 | $13,000 | $10,000 | 1% |
| 611E98300 CATCH BASIN, NO. 5 | 1 EACH | $7,000 | $4,500 | $5,500 | $6,000 | $8,000 | 1% |
| $100 |
| $202 |
| $70.00 |
| $101 |
| 202E38000 GUARDRAIL REMOVED | 2,987.5 FT | $1.00 | $2.50 | $1.90 | $1.80 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $100 | $500 | $300 | $285 | $295 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $100 | $300 | $150 | $145 | $150 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $100 | $150 | $90.00 | $85.00 | $75.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $100 | $750 | $500 | $2,500 | $971 |
| 204E10000 SUBGRADE COMPACTION | 2,222 SY | $1.80 | $3.50 | $3.00 | $2.50 | $4.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,680 | $2,000 | $1,575 | $1,540 | $1,580 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 20 | 2 EACH | $2,500 | $2,800 | $3,000 | $2,850 | $2,875 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,220 | $1,500 | $1,350 | $1,320 | $1,365 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 3,286 SY | $2.00 | $1.60 | $2.50 | $1.29 | $1.08 |
| 670E00700 DITCH EROSION PROTECTION | 125 SY | $10.00 | $3.00 | $4.00 | $1.73 | $1.45 |
| 611E10400 24" CONDUIT, TYPE B, 706.02 | 4 FT | $1,000 | $370 | $400 | $1,200 | $232 |
| 407E10000 TACK COAT | 220 GAL | $5.00 | $3.00 | $3.50 | $4.00 | $10.00 |
| 609E24511 CURB, TYPE 4-C, AS PER PLAN | 114 FT | $50.00 | $62.00 | $50.00 | $65.00 | $33.00 |
| 621E00100 RPM | 22 EACH | $205 | $120 | $130 | $120 | $142 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 22 EACH | $25.00 | $5.00 | $12.00 | $20.00 | $8.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 26 EACH | $10.00 | $10.00 | $12.00 | $11.00 | $11.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 18 EACH | $12.00 | $10.00 | $13.00 | $11.75 | $12.00 |
| 646E10010 EDGE LINE, 6" | 0.43 MILE | $4,000 | $7,000 | $12,400 | $11,555 | $8,910 |
| 646E10200 CENTER LINE | 0.32 MILE | $5,000 | $7,500 | $20,200 | $18,800 | $9,315 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.57 MILE | $2,500 | $4,000 | $3,780 | $3,525 | $10,218 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.43 MILE | $4,500 | $5,000 | $4,725 | $4,400 | $12,754 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 72 FT | $8.00 | $20.00 | $8.60 | $8.00 | $24.00 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $1,500 | $200 | $3,000 | $1,200 | $4,443 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 622E10161 CONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLA | 2,034 FT | $173.98 | $354k | 38% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $90,000 | $90k | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 258 CY | $248 | $64k | 7% |
| 622E10201 BARRIER TRANSITION, AS PER PLAN | 6 EACH | $9,573 | $57k | 6% |
| 304E20000 AGGREGATE BASE | 371 CY | $123 | $46k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,820 FT | $15.35 | $43k | 5% |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 6 EACH | $5,167 | $31k | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (65 CY | $450 | $29k | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 46 CY | $580 | $27k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 2% |