MRG-SR 78-05.61
MRG County · est $0.3M
Bid dateThursday, April 19—
MRG County · est $0.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 33 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Alan Stone CO INC | R4R C Construction Company And Son INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W12x87 | 950 FT | $57.00 | $70.00 | $67.00 | $68.00 | 16% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 525 FT | $100 | $110 | $120 | $300 | 15% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $35,133 | $1,660 | $4,000 | $7,500 | 10% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 82 CY | $400 | $325 | $342 | $425 | 10% |
| 610E50000 RETAINING WALL, MISC.:PRECAST CONCRETE PANEL NO. 1 | 138 EACH | $225 | $215 | $230 | $150 | 9% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 255 FT | $95.00 | $127 | $100 |
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Alan Stone CO INC | R4R C Construction Company And Son INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,300 | $3,550 | $4,000 | $3,500 |
| 202E38000 GUARDRAIL REMOVED | 250 FT | $1.40 | $3.50 | $3.50 | $3.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $250 | $500 | $453 | $500 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT | 34 FT | $22.00 | $27.75 | $89.00 | $150 |
| 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 →
| $205 |
| 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $16,000 | $33,500 | $45,000 | $30,000 | 5% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 35 CY | $350 | $300 | $403 | $350 | 4% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 87 SY | $125 | $125 | $320 | $175 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10,000 | $25,000 | $30,000 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 98 CY | $96.00 | $100 | $149 | $65.00 | 3% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $2,150 | $2,250 | $2,150 | $2,100 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 580 FT | $12.00 | $16.25 | $22.00 | $15.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,300 | $5,000 | $6,500 | $10,000 | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $6,100 | $1,500 | $5,000 | $15,000 | 2% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 60 CY | $100 | $122 | $110 | $150 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 225 FT | $23.40 | $27.50 | $25.00 | $30.00 | 2% |
| 611E07200 18" CONDUIT, TYPE A, 706.02 | 38 FT | $135 | $190 | $219 | $150 | 2% |
| 202E23000 PAVEMENT REMOVED | 169 SY | $30.00 | $38.50 | $27.00 | $20.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,477 | $4,500 | $2,500 | $35,000 | 1% |
| 81 CY |
| $30.00 |
| $37.50 |
| $28.00 |
| $20.00 |
| 203E20000 EMBANKMENT | 110 CY | $20.00 | $70.00 | $14.00 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 230 SY | $4.00 | $5.60 | $2.50 | $2.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $2,385 | $2,250 | $2,504 | $3,100 |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE C | 5 CY | $320 | $214 | $565 | $150 |
| 659E10000 SEEDING AND MULCHING | 432 SY | $4.20 | $3.86 | $1.50 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $650 | $650 | $2,772 | $1,200 |
| 659E31000 LIME | 0.09 ACRE | $150 | $152 | $736 | $800 |
| 659E35000 WATER | 2 MGAL | $1.00 | $1.00 | $36.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1,450 | $300 | $775 | $15,000 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $2,100 | $1,500 | $1,600 | $2,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $250 | $365 | $340 | $150 |
| 304E20000 AGGREGATE BASE | 37 CY | $70.00 | $88.00 | $100 | $75.00 |
| 407E20000 NON-TRACKING TACK COAT | 149 GAL | $3.00 | $7.75 | $8.50 | $10.00 |
| 617E10100 COMPACTED AGGREGATE | 5 CY | $200 | $250 | $184 | $75.00 |
| 621E00100 RPM | 16 EACH | $60.00 | $154 | $161 | $300 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 16 EACH | $12.00 | $11.25 | $12.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 6 EACH | $5.00 | $12.00 | $5.50 | $20.00 |
| 642E00094 EDGE LINE, 6" | 0.23 MILE | $3,550 | $3,550 | $3,726 | $12,500 |
| 642E00290 CENTER LINE | 0.12 MILE | $6,450 | $6,450 | $6,770 | $12,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 15 EACH | $7.00 | $9.00 | $45.00 | $20.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 15 EACH | $15.00 | $12.00 | $45.00 | $20.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.31 MILE | $3,580 | $6,500 | $3,758 | $12,500 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 22 FT | $11.75 | $8.00 | $13.00 | $50.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 213 FT | $6.50 | $3.25 | $11.00 | $25.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 7 FT | $45.00 | $23.00 | $76.00 | $25.00 |
| 610E50000 RETAINING WALL, MISC.:PRECAST CONCRETE PANEL NO. 2 | 2 EACH | $350 | $750 | $350 | $500 |
| 610E50000 RETAINING WALL, MISC.:PRECAST CONCRETE PANEL NO. 3 | 1 EACH | $700 | $1,100 | $1,500 | $1,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W12x87 | 950 FT | $57 | $54k | 14% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 525 FT | $100 | $53k | 14% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $35,133 | $35k | 9% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 82 CY | $400 | $33k | 9% |
| 610E50000 RETAINING WALL, MISC.:PRECAST CONCRETE PANEL NO. 1 | 138 EACH | $225 | $31k | 8% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 255 FT | $95 | $24k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $16,000 | $16k | 4% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 35 CY | $350 | $12k | 3% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 87 SY | $125 | $11k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 3% |