MRG-SR 376-01.32
MRG County · est $1.2M
Bid dateThursday, March 31—
MRG County · est $1.2M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 5.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 42 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 524E95000 DRILLED SHAFTS, MISC.:36" PERMANENT CASING | 1,595 FT | $185 | $250 | $267 | $254 | 29% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24X131 | 1,804 FT | $125 | $134 | $140 | $115 | 22% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,595 FT | $105 | $62.00 | $80.00 | $90.00 | 17% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 690 FT | $93.00 | $100 | $97.50 |
| Item | Quantity | R1Shelly & Sands INC | R2Ohio-west Virginia Excavating CO | R3Alan Stone CO INC | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 | $7,500 | $4,000 | $7,500 |
| 202E23000 PAVEMENT REMOVED | 144 SY | $17.00 | $25.00 | $19.50 | $40.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 37 FT | $5.00 | $23.00 | $17.50 | $50.00 |
| 202E38000 GUARDRAIL REMOVED | 433 FT | $2.00 | $12.00 | $3.00 | $5.00 |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER |
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 →
| $93.00 |
| 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,510 SF | $35.00 | $22.00 | $22.50 | $30.00 | 5% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $35,000 | $2,300 | $3,500 | $7,500 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $20,700 | $20,000 | $40,000 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 61 CY | $400 | $215 | $313 | $480 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 195 CY | $105 | $100 | $64.50 | $100 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 103 SY | $135 | $65.00 | $79.00 | $120 | 1% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 29 CY | $450 | $260 | $277 | $480 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,500 | $40,000 | $49,000 | $38,000 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 437.5 FT | $22.40 | $30.00 | $22.40 | $25.76 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 390 FT | $20.00 | $18.00 | $21.00 | $35.00 | 1% |
| 611E10201 24" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 36 FT | $215 | $150 | $260 | $350 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $7,500 | $4,000 | $5,100 | $10,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $1,700 | $5,400 | $3,000 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,054 | $15,000 | $7,000 | $12,000 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 20 CY | $350 | $425 | $465 | $800 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,680 | $2,300 | $3,200 | $2,680 | 1% |
| 47 FT |
| $25.00 |
| $25.00 |
| $21.00 |
| $30.00 |
| 202E98100 REMOVAL MISC.:EXISTING PILES | 17 EACH | $175 | $140 | $189 | $500 |
| 203E10000 EXCAVATION | 106 CY | $20.00 | $32.00 | $15.00 | $18.00 |
| 203E20000 EMBANKMENT | 184 CY | $12.00 | $26.00 | $5.00 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 177 SY | $5.00 | $6.00 | $3.50 | $7.50 |
| 209E10000 DITCH CLEANOUT | 228 FT | $5.00 | $8.00 | $7.50 | $5.00 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $65.00 | $96.00 | $65.00 | $60.00 |
| 606E26501 ANCHOR ASSEMBLY, TYPE T, AS PER PLAN | 2 EACH | $1,460 | $1,700 | $1,460 | $1,200 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $175 | $90.00 | $265 | $350 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $200 | $450 | $670 | $300 |
| 659E10000 SEEDING AND MULCHING | 1,202 SY | $2.20 | $3.10 | $3.00 | $2.18 |
| 659E20000 COMMERCIAL FERTILIZER | 0.16 TON | $800 | $200 | $574 | $800 |
| 659E31000 LIME | 0.25 ACRE | $80.00 | $200 | $808 | $80.00 |
| 659E35000 WATER | 3.25 MGAL | $1.00 | $2.00 | $0.01 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.5 CY | $2,200 | $2,000 | $1,500 | $5,000 |
| 605E31100 AGGREGATE DRAINS | 33 FT | $20.00 | $25.00 | $55.00 | $20.00 |
| 611E10201 24" CONDUIT, TYPE A, AS PER PLAN | 5 FT | $250 | $110 | $197 | $500 |
| 611E97400 CONDUIT, MISC.: DRIVEWAY PIPE | 20 FT | $20.00 | $65.00 | $77.50 | $75.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $225 | $215 | $304 | $750 |
| 304E20000 AGGREGATE BASE | 52 CY | $90.00 | $105 | $92.00 | $95.00 |
| 407E20000 NON-TRACKING TACK COAT | 113 GAL | $3.20 | $8.00 | $5.50 | $3.25 |
| 408E10000 PRIME COAT | 103 GAL | $20.00 | $9.00 | $8.00 | $4.00 |
| 617E10100 COMPACTED AGGREGATE | 22 CY | $115 | $150 | $148 | $200 |
| 621E00100 RPM | 15 EACH | $210 | $215 | $210 | $210 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 15 EACH | $15.00 | $9.00 | $26.00 | $30.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(BIDIRECTIONAL) | 9 EACH | $10.00 | $11.00 | $11.00 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.22 MILE | $4,095 | $4,100 | $4,095 | $4,095 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $7,676 | $7,700 | $7,676 | $7,676 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BIDIRECTIONAL) | 8 EACH | $8.00 | $49.00 | $48.00 | $48.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 8 EACH | $12.00 | $57.00 | $56.00 | $56.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.15 MILE | $12,275 | $12,300 | $12,275 | $12,275 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $14.00 | $14.00 | $14.00 | $14.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $250 | $12,000 | $500 | $15,000 |
| 511E52110 CLASS QC MS CONCRETE | 22 CY | $180 | $235 | $184 | $300 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 220 FT | $6.00 | $7.00 | $8.50 | $10.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 11 FT | $25.00 | $7.00 | $19.00 | $25.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 7 FT | $50.00 | $270 | $80.50 | $95.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E95000 DRILLED SHAFTS, MISC.:36" PERMANENT CASING | 1,595 FT | $185 | $295k | 28% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24X131 | 1,804 FT | $125 | $226k | 21% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,595 FT | $105 | $167k | 16% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 690 FT | $93 | $64k | 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,510 SF | $35 | $53k | 5% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $35,000 | $35k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $30k | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 61 CY | $400 | $24k | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 195 CY | $105 | $20k | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 103 SY | $135 | $14k | 1% |