HIG-US 62-18.17 Brdg Replace
HIG County · est $0.7M
Bid dateThursday, June 7—
HIG County · est $0.7M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 9.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 55 more items below.
| Item | Quantity | R1Allard Excavation LLC | R2Righter Company INC | R3R C Construction Company And Son | R4INC Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $189,400 | $150,000 | $65,000 | $173,250 | 25% |
| 611E96311 14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN, DES | 105 FT | $1,257 | $2,021 | $1,200 | $1,983 | 17% |
| 624E10000 MOBILIZATION | 1 LS | $99,026 | $20,000 | $25,000 | $40,000 | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $51,200 | $50,000 | $40,000 | $62,995 |
| Item | Quantity | R1Allard Excavation LLC | R2Righter Company INC | R3R C Construction Company And Son | R4INC Shelly & Sands INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,100 | $5,000 | $10,000 | $10,500 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 389 SY | $12.08 | $15.00 | $20.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 743 FT | $2.05 | $3.95 | $5.00 | $4.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $122 | $325 | $1,000 | $325 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T |
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 →
| 7% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 622 SY | $63.05 | $55.00 | $110 | $57.00 | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 166 CY | $199 | $199 | $180 | $180 | 4% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 697 CY | $44.06 | $50.00 | $75.00 | $60.00 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 39 CY | $587 | $500 | $450 | $1,100 | 3% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 10 EACH | $2,000 | $1,950 | $1,500 | $1,800 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 1,790 FT | $11.00 | $15.00 | $25.00 | $17.00 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 24 CY | $757 | $750 | $450 | $1,000 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 725 FT | $23.40 | $18.50 | $25.00 | $18.50 | 2% |
| 832E30000 EROSION CONTROL | 13,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 203E10000 EXCAVATION | 1,274 CY | $9.96 | $15.00 | $20.00 | $35.00 | 2% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $250 | $200 | $50.00 | $275 | 2% |
| 203E20000 EMBANKMENT | 1,860 CY | $6.20 | $20.00 | $25.00 | $30.00 | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 8,203 LB | $1.30 | $1.50 | $2.50 | $2.00 | 1% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $9,800 | $30,000 | $12,500 | $45,000 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,080 | $13,500 | $40,000 | $7,124 | 1% |
| 512E33000 TYPE 2 WATERPROOFING | 396 SY | $22.50 | $22.50 | $30.00 | $22.50 | 1% |
| 1 EACH |
| $122 |
| $200 |
| $1,000 |
| $200 |
| 202E98100 REMOVAL MISC.: CONCRETE PAD REMOVED | 2 EACH | $204 | $200 | $3,500 | $500 |
| 202E98100 REMOVAL MISC.: POST REMOVED | 16 EACH | $15.50 | $15.00 | $50.00 | $50.00 |
| 204E10000 SUBGRADE COMPACTION | 431 SY | $2.84 | $2.00 | $2.00 | $6.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $75.00 | $100 | $100 | $175 |
| 204E50000 GEOTEXTILE FABRIC, TYPE D | 1,351 SY | $1.10 | $2.00 | $7.00 | $2.50 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 3 EACH | $1,960 | $2,250 | $2,000 | $2,250 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $850 | $1,075 | $1,000 | $1,075 |
| 623E40500 REFERENCE MONUMENT | 2 EACH | $355 | $250 | $1,250 | $1,350 |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 54 CY | $68.54 | $75.00 | $5.00 | $135 |
| 659E10000 SEEDING AND MULCHING | 4,233 SY | $1.70 | $3.75 | $5.00 | $0.92 |
| 659E14000 REPAIR SEEDING AND MULCHING | 212 SY | $0.05 | $3.00 | $2.00 | $0.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.57 TON | $450 | $450 | $1,200 | $750 |
| 659E31000 LIME | 0.87 ACRE | $75.00 | $75.00 | $800 | $200 |
| 659E35000 WATER | 23 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00730 DITCH EROSION PROTECTION MAT, TYPE C | 84 SY | $2.10 | $2.10 | $20.00 | $5.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $2,000 | $10,000 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $5,000 | $10,000 | $22,000 | $15,000 |
| 605E31100 AGGREGATE DRAINS | 46 FT | $5.80 | $10.00 | $10.00 | $25.00 |
| 304E20000 AGGREGATE BASE | 49 CY | $61.85 | $75.00 | $75.00 | $70.00 |
| 407E10000 TACK COAT | 22 GAL | $2.00 | $2.00 | $3.00 | $2.50 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 33 CY | $215 | $215 | $650 | $340 |
| 621E00100 RPM | 1 EACH | $2,500 | $2,500 | $5,000 | $1,735 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1 EACH | $7.10 | $50.00 | $50.00 | $50.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 9 EACH | $8.00 | $10.25 | $10.00 | $10.25 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 15 FT | $11.00 | $13.00 | $20.00 | $13.00 |
| 630E80100 SIGN, FLAT SHEET | 8.5 SF | $25.00 | $26.00 | $100 | $26.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $15.00 | $20.00 | $50.00 | $20.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $15.00 | $25.00 | $50.00 | $25.00 |
| 642E00090 EDGE LINE, 4" | 0.12 MILE | $9,300 | $9,300 | $12,500 | $9,300 |
| 642E00290 CENTER LINE | 0.14 MILE | $8,500 | $8,500 | $12,500 | $1,190 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 50 CY | $35.00 | $50.00 | $30.00 | $60.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $75.00 | $65.00 | $50.00 | $65.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,790 FT | $2.00 | $2.00 | $3.00 | $0.75 |
| 614E13314 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 10 EACH | $50.00 | $50.00 | $50.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 47 EACH | $50.00 | $50.00 | $50.00 | $15.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $14,450 | $14,450 | $15,000 | $14,450 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.16 MILE | $7,050 | $7,050 | $12,500 | $7,050 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.33 MILE | $6,850 | $6,850 | $12,500 | $6,850 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $10.00 | $10.00 | $40.00 | $10.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $5,055 | $10,000 | $17,500 | $29,500 |
| 616E10000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 | $45.00 |
| 202E23500 WEARING COURSE REMOVED | 55 SY | $3.70 | $15.00 | $75.00 | $10.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 46 CY | $31.85 | $30.00 | $25.00 | $35.00 |
| 503E31100 ROCK EXCAVATION | 42 CY | $34.89 | $100 | $200 | $185 |
| 511E46611 CLASS QC1 CONCRETE, HEADWALL, AS PER PLAN | 3 CY | $1,514 | $1,000 | $450 | $1,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 77 SY | $30.00 | $30.00 | $40.00 | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 53 SF | $1.48 | $5.00 | $25.00 | $5.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 7 CY | $133 | $150 | $75.00 | $200 |
| 619E16000 FIELD OFFICE, TYPE A | 7 MNTH | $1,200 | $750 | $1,500 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,100 | $6,150 | $15,000 | $13,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $189,400 | $189k | 22% |
| 611E96311 14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN, DES | 105 FT | $1,257 | $132k | 15% |
| 624E10000 MOBILIZATION | 1 LS | $99,026 | $99k | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $51,200 | $51k | 6% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 622 SY | $63.05 | $39k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 166 CY | $199 | $33k | 4% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 697 CY | $44.06 | $31k | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 39 CY | $586.7 | $23k | 3% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 10 EACH | $2,000 | $20k | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 1,790 FT | $11 | $20k | 2% |