MRG-SR 376-01.10
MRG County · est $1.6M
Bid dateThursday, January 26—
MRG County · est $1.6M
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 | R2George J Igel & CO INC | R3Alan Stone CO INC | R4Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W30X173 | 2,020 FT | $190 | $196 | $200 | $216 | 30% |
| 524E95000 DRILLED SHAFTS, MISC.:42" PERMANENT CASING | 1,019 FT | $155 | $161 | $175 | $438 | 13% |
| 524E95000 DRILLED SHAFTS, MISC.:36" PERMANENT CASING | 1,001 FT | $127 | $132 | $160 | $380 | 10% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 1,019 FT | $120 | $144 | $150 | $115 | 10% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,001 FT | $115 | $110 | $130 | $120 | 9% |
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 675 FT | $140 | $150 | $171 |
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Alan Stone CO INC | R4Ohio-west Virginia Excavating CO |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,500 | $5,500 | $12,000 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 185 SY | $22.00 | $16.00 | $23.54 | $15.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 36 FT | $5.00 | $41.00 | $23.00 | $45.00 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $2.50 | $5.00 | $4.00 | $5.00 |
| 202E98300 REMOVAL MISC.: CONCRETE EROSION PROTECTION |
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 →
| $195 |
| 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,579 SF | $32.00 | $40.50 | $30.00 | $28.50 | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 94 CY | $475 | $324 | $380 | $290 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $20,000 | $34,000 | $40,000 | 2% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $28,000 | $6,000 | $3,000 | $2,000 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 35 CY | $500 | $375 | $365 | $265 | 1% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 162 CY | $105 | $150 | $136 | $115 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,975 | $28,000 | $65,000 | $25,000 | 1% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 103 SY | $100 | $108 | $120 | $95.00 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $9,500 | $5,000 | $12,000 | $1,500 | 1% |
| 611E07200 18" CONDUIT, TYPE A, 706.02 | 42 FT | $220 | $135 | $153 | $205 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,360 | $7,055 | $12,000 | $22,600 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 410 FT | $20.00 | $30.00 | $21.00 | $22.00 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 21 CY | $370 | $810 | $488 | $400 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $6,000 | $10,000 | $5,500 | 1% |
| 26 SY |
| $15.00 |
| $20.90 |
| $17.00 |
| $70.00 |
| 203E10000 EXCAVATION | 41 CY | $40.00 | $23.50 | $33.98 | $45.00 |
| 203E20000 EMBANKMENT | 191 CY | $20.00 | $27.00 | $32.20 | $70.00 |
| 204E10000 SUBGRADE COMPACTION | 213 SY | $4.50 | $5.00 | $4.62 | $3.00 |
| 209E10000 DITCH CLEANOUT | 228 FT | $8.00 | $6.30 | $24.00 | $10.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 212.5 FT | $28.50 | $23.28 | $24.00 | $30.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 100 FT | $30.00 | $24.06 | $25.00 | $35.00 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $50.00 | $50.00 | $70.00 | $35.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,200 | $1,150 | $1,300 | $1,100 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $275 | $106 | $250 | $500 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 5 CY | $130 | $139 | $254 | $300 |
| 659E10000 SEEDING AND MULCHING | 785 SY | $3.50 | $3.20 | $4.27 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.11 TON | $1,400 | $1,750 | $979 | $1,600 |
| 659E31000 LIME | 0.16 ACRE | $100 | $560 | $400 | $250 |
| 659E35000 WATER | 2.12 MGAL | $1.00 | $5.00 | $12.97 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 511E52110 CLASS QC MS CONCRETE | 11 CY | $215 | $200 | $200 | $300 |
| 602E20000 CONCRETE MASONRY | 0.31 CY | $3,000 | $3,100 | $2,495 | $6,000 |
| 605E31100 AGGREGATE DRAINS | 33 FT | $18.00 | $31.00 | $33.00 | $55.00 |
| 611E07201 18" CONDUIT, TYPE A, AS PER PLAN | 38 FT | $90.00 | $106 | $65.00 | $155 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 3 EACH | $200 | $305 | $347 | $385 |
| 304E20000 AGGREGATE BASE | 51 CY | $70.00 | $115 | $110 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 151 GAL | $3.25 | $8.00 | $5.00 | $4.00 |
| 408E10000 PRIME COAT | 104 GAL | $25.00 | $8.00 | $12.00 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 23 CY | $125 | $152 | $110 | $30.00 |
| 621E00100 RPM | 15 EACH | $200 | $158 | $200 | $250 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 15 EACH | $12.00 | $27.00 | $26.67 | $25.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(BIDIRECTIONAL) | 7 EACH | $10.00 | $12.00 | $13.33 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.23 MILE | $5,000 | $4,150 | $5,000 | $4,200 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $5,000 | $7,950 | $10,000 | $8,000 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $2,600 | $2,700 | $2,400 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BIDIRECTIONAL) | 9 EACH | $8.00 | $24.00 | $25.00 | $55.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 9 EACH | $12.00 | $29.00 | $30.00 | $65.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.17 MILE | $5,275 | $5,275 | $8,000 | $5,275 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $14.00 | $14.00 | $25.00 | $15.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 238 FT | $6.00 | $6.00 | $20.00 | $10.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 33 FT | $30.00 | $41.00 | $6.00 | $30.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 10 FT | $125 | $150 | $300 | $100 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W30X173 | 2,020 FT | $190 | $384k | 29% |
| 524E95000 DRILLED SHAFTS, MISC.:42" PERMANENT CASING | 1,019 FT | $155 | $158k | 12% |
| 524E95000 DRILLED SHAFTS, MISC.:36" PERMANENT CASING | 1,001 FT | $127 | $127k | 10% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 1,019 FT | $120 | $122k | 9% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,001 FT | $115 | $115k | 9% |
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 675 FT | $140 | $95k | 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,579 SF | $32 | $51k | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 94 CY | $475 | $45k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $30k | 2% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $28,000 | $28k | 2% |