MEG-Middleport/Pomeroy Path Ph 3
MEG County · est $0.5M
Bid dateThursday, March 17—
MEG County · est $0.5M
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 · 38 more items below.
| Item | Quantity | R1Shelly Company | R2Allard Excavation LLC | R3Alan Stone CO INC | R4Parker Corporation | % of bid |
|---|---|---|---|---|---|---|
| 607E98000 FENCE, MISC.: BIKEWAY RAILING | 1,655 FT | $48.00 | $48.00 | $48.00 | $49.00 | 18% |
| 304E20000 AGGREGATE BASE | 684 CY | $70.00 | $78.00 | $100 | $95.00 | 11% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (161 CY | $242 | $242 | $230 | $286 | 9% |
| 832E30000 EROSION CONTROL | 38,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| Item | Quantity | R1Shelly Company | R2Allard Excavation LLC | R3Alan Stone CO INC | R4Parker Corporation |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 45 SY | $17.25 | $6.00 | $70.00 | $10.00 |
| 202E32000 CURB REMOVED | 12 FT | $33.00 | $28.60 | $25.50 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 491 FT | $2.80 | $3.50 | $3.00 | $5.00 |
| 202E98100 REMOVAL MISC.: MONITORING WELL ADJUSTMENT AND STOR | 4 EACH | $635 | $241 | $894 | $1,000 |
| 204E10000 SUBGRADE COMPACTION | 5,240 SY |
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 →
| 9% |
| 203E10000 EXCAVATION | 1,522 CY | $24.50 | $30.00 | $20.50 | $25.00 | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 134 CY | $242 | $242 | $235 | $290 | 7% |
| 659E00300 TOPSOIL | 541 CY | $44.00 | $26.75 | $53.50 | $25.00 | 5% |
| 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP (ADDITIVE ALT | 7 EACH | $2,250 | $2,575 | $2,575 | $1,500 | 4% |
| 625E25400 CONDUIT, 2", 725.04 (ADDITIVE ALTERNATE) | 502 FT | $30.00 | $26.00 | $26.00 | $20.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $6,500 | $22,000 | $15,000 | 3% |
| 625E34001 POWER SERVICE, AS PER PLAN (ADDITIVE ALTERNATE) | 1 EACH | $12,895 | $8,936 | $8,936 | $8,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $12,000 | $55,000 | $15,000 | $15,000 | 3% |
| 625E10481 LIGHT POLE, DECORATIVE, AS PER PLAN, AON12 (ADDIT | 7 EACH | $1,700 | $2,250 | $2,250 | $5,100 | 3% |
| 625E27403 LUMINAIRE, POST TOP, SOLID STATE (LED), AS PER PLA | 7 EACH | $1,525 | $1,050 | $1,050 | $4,000 | 2% |
| 659E10000 SEEDING AND MULCHING | 4,636 SY | $2.30 | $1.10 | $1.00 | $1.00 | 2% |
| 203E20000 EMBANKMENT | 444 CY | $20.75 | $16.50 | $10.00 | $25.00 | 2% |
| 624E10000 MOBILIZATION (ADDITIVE ALTERNATE) | 1 LS | $8,000 | $1,400 | $12,500 | $1,000 | 2% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $7,500 | $11,500 | $20,000 | $30,000 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,000 | $4,450 | $12,000 | $15,000 | 2% |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $6,000 | $10,200 | $10,000 | $9,500 | 1% |
| $1.05 |
| $2.50 |
| $2.50 |
| $0.50 |
| 204E45000 PROOF ROLLING | 2 HOUR | $190 | $195 | $220 | $100 |
| 606E15050 GUARDRAIL, TYPE MGS | 50 FT | $25.00 | $105 | $25.00 | $26.00 |
| 606E20050 ROUNDED END SECTION | 1 EACH | $50.00 | $150 | $50.00 | $55.00 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $1,300 | $3,750 | $1,300 | $1,400 |
| 609E28000 CURB, TYPE 7 | 125 FT | $33.75 | $49.45 | $61.50 | $60.00 |
| 690E50610 SPECIAL - BOLLARD, HINGED | 4 EACH | $1,000 | $873 | $1,000 | $1,050 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 | $50.00 | $96.00 | $100 |
| 659E14000 REPAIR SEEDING AND MULCHING | 232 SY | $3.10 | $0.05 | $0.50 | $0.25 |
| 659E15000 INTER-SEEDING | 232 SY | $3.10 | $0.05 | $0.50 | $0.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.66 TON | $1,150 | $500 | $634 | $1,516 |
| 659E31000 LIME | 0.96 ACRE | $500 | $500 | $153 | $1,042 |
| 659E35000 WATER | 25 MGAL | $10.00 | $1.00 | $0.01 | $0.50 |
| 670E00500 SLOPE EROSION PROTECTION | 227 SY | $2.50 | $3.80 | $2.00 | $3.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,500 | $1,800 | $2,000 | $5,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $570 | $6,720 | $5,500 | $7,500 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.48 CY | $5,850 | $6,560 | $5,500 | $2,100 |
| 611E04900 12" CONDUIT, TYPE D | 11 FT | $97.50 | $97.00 | $250 | $65.00 |
| 611E06400 15" CONDUIT, TYPE D | 30 FT | $97.50 | $100 | $160 | $70.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $850 | $925 | $1,500 | $1,000 |
| 407E10000 TACK COAT | 212 GAL | $1.85 | $1.85 | $2.00 | $6.00 |
| 614E11000 MAINTAINING TRAFFIC (ADDITIVE ALTERNATE) | 1 LS | $700 | $1,400 | $4,000 | $1,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $750 | $1,200 | $5,000 | $1,000 |
| 625E00450 CONNECTION, FUSED PULL APART (ADDITIVE ALTERNATE) | 14 EACH | $133 | $100 | $100 | $100 |
| 625E23304 NO. 8 AWG 600 VOLT DISTRIBUTION CABLE (ADDITIVE AL | 1,716 FT | $2.75 | $4.00 | $4.00 | $4.00 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE (ADDITIVE ALTERN | 168 FT | $4.00 | $2.50 | $2.50 | $4.00 |
| 625E29000 TRENCH (ADDITIVE ALTERNATE) | 502 FT | $8.25 | $14.00 | $14.00 | $10.00 |
| 625E30706 PULL BOX, 725.08, 24" (ADDITIVE ALTERNATE) | 1 EACH | $1,400 | $1,300 | $1,300 | $2,000 |
| 625E32000 GROUND ROD (ADDITIVE ALTERNATE) | 7 EACH | $250 | $275 | $275 | $350 |
| 625E31507 PULL BOX REMOVED AND REPLACED, AS PER PLAN | 1 EACH | $1,550 | $1,450 | $1,700 | $5,000 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 75 FT | $15.00 | $25.00 | $17.00 | $16.00 |
| 630E80100 SIGN, FLAT SHEET | 22 SF | $28.00 | $65.00 | $33.00 | $27.00 |
| 644E00200 LANE LINE, 4" | 0.65 MILE | $3,150 | $4,300 | $3,500 | $6,924 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,500 | $8,001 | $3,500 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 607E98000 FENCE, MISC.: BIKEWAY RAILING | 1,655 FT | $48 | $79k | 16% |
| 304E20000 AGGREGATE BASE | 684 CY | $70 | $48k | 10% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (161 CY | $241.5 | $39k | 8% |
| 832E30000 EROSION CONTROL | 38,000 EACH | $1 | $38k | 8% |
| 203E10000 EXCAVATION | 1,522 CY | $24.5 | $37k | 7% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 134 CY | $241.5 | $32k | 6% |
| 659E00300 TOPSOIL | 541 CY | $44 | $24k | 5% |
| 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP (ADDITIVE ALT | 7 EACH | $2,250 | $16k | 3% |
| 625E25400 CONDUIT, 2", 725.04 (ADDITIVE ALTERNATE) | 502 FT | $30 | $15k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $15k | 3% |