GEA-SR 528-15.26 Replace
GEA County · est $0.5M
Bid dateThursday, January 27—
GEA County · est $0.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 48 more items below.
| Item | Quantity | R1Bog Construction INC | R2Jet Excavating Company | R3Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 913 SY | $84.00 | $85.00 | $109 | 17% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $48,000 | $28,000 | $16,000 | 11% |
| 301E46010 ASPHALT CONCRETE BASE, PG64-28 | 129 CY | $300 | $275 | $255 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $38,000 | $35,000 | $55,000 | 8% |
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 60 FT | $600 | $955 | $1,091 | 8% |
| 832E30000 EROSION CONTROL | 31,000 EACH | $1.00 | $1.00 | $1.00 | 7% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $25,000 |
| Item | Quantity | R1Bog Construction INC | R2Jet Excavating Company | R3Eclipse CO LLC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 | $2,500 | $8,500 |
| 202E53100 MAILBOX REMOVED | 1 EACH | $100 | $25.00 | $68.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT(15& DIAME | 40 FT | $30.00 | $15.00 | $99.00 |
| 202E98000 REMOVAL MISC.:CONCRETE DEADMAN | 1 LS | $500 | $250 | $664 |
| 202E98000 REMOVAL MISC.:MISC. CONCRETE CURB | 1 LS | $500 | $100 | $328 |
| 202E98000 REMOVAL MISC.:RR TIES & CONCRETE SLAB |
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 →
| $40,000 |
| $27,000 |
| 6% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (51 CY | $336 | $350 | $295 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $20,000 | $19,898 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 350 FT | $38.00 | $37.00 | $38.00 | 3% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,150 | $2,368 | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 36 CY | $366 | $425 | $326 | 3% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 111 CY | $105 | $125 | $130 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,500 | $12,000 | $12,000 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 32 CY | $350 | $550 | $563 | 2% |
| 304E20000 AGGREGATE BASE | 110 CY | $97.00 | $115 | $80.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,500 | $3,500 | $7,000 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $22,000 | $62,000 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 770 FT | $12.00 | $18.00 | $28.00 | 2% |
| 203E10000 EXCAVATION | 340 CY | $25.00 | $20.00 | $19.00 | 2% |
| 1 LS |
| $750 |
| $500 |
| $328 |
| 203E20000 EMBANKMENT | 277 CY | $25.00 | $22.00 | $15.00 |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 22 CY | $75.00 | $95.00 | $81.00 |
| 204E10000 SUBGRADE COMPACTION | 709 SY | $4.00 | $1.00 | $1.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $3,200 | $3,350 | $3,486 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,500 | $1,400 | $1,547 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $250 | $200 | $207 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 11 CY | $90.00 | $175 | $200 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 31 CY | $90.00 | $145 | $125 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $50.00 | $26.00 |
| 659E00300 TOPSOIL | 107 CY | $35.00 | $35.00 | $33.00 |
| 659E10000 SEEDING AND MULCHING | 964 SY | $5.50 | $2.50 | $6.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 48 SY | $2.00 | $1.00 | $6.00 |
| 659E15000 INTER-SEEDING | 48 SY | $1.00 | $1.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.13 TON | $1,000 | $750 | $263 |
| 659E31000 LIME | 0.2 ACRE | $100 | $250 | $26.00 |
| 659E35000 WATER | 6 MGAL | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 80 FT | $15.00 | $20.00 | $18.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 3&) | 534 SY | $12.00 | $15.00 | $9.00 |
| 407E10000 TACK COAT | 1 GAL | $100 | $25.00 | $47.00 |
| 407E20000 NON-TRACKING TACK COAT | 104 GAL | $22.00 | $5.00 | $24.00 |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $600 | $675 | $565 |
| 441E50701 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (5 CY | $550 | $850 | $505 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.08 MILE | $8,500 | $8,000 | $13,125 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $10,000 | $8,000 | $13,125 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $100 | $45.00 | $177 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 17 EACH | $15.00 | $15.00 | $5.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 14 EACH | $20.00 | $15.00 | $17.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.4 MILE | $2,500 | $2,500 | $4,594 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.49 MILE | $2,500 | $2,500 | $4,331 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 40 FT | $10.00 | $6.00 | $7.00 |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 28 SY | $150 | $275 | $354 |
| 616E10000 WATER | 1 MGAL | $1.00 | $1.00 | $147 |
| 202E23000 PAVEMENT REMOVED | 51 SY | $35.00 | $30.00 | $14.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $12,000 | $5,973 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,856 LB | $2.20 | $3.00 | $2.00 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $850 | $1,425 | $2,123 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,000 | $550 | $1,319 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 38 SY | $35.00 | $30.00 | $31.00 |
| 512E33000 TYPE 2 WATERPROOFING | 147 SY | $30.00 | $25.00 | $20.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 27 SF | $15.00 | $10.00 | $7.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 4 CY | $150 | $250 | $2,199 |
| 619E16020 FIELD OFFICE, TYPE C | 4 MNTH | $750 | $750 | $683 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 913 SY | $84 | $77k | 14% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $48,000 | $48k | 9% |
| 301E46010 ASPHALT CONCRETE BASE, PG64-28 | 129 CY | $300 | $39k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $38,000 | $38k | 7% |
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 60 FT | $600 | $36k | 7% |
| 832E30000 EROSION CONTROL | 31,000 EACH | $1 | $31k | 6% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $25,000 | $25k | 5% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (51 CY | $336 | $17k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 350 FT | $38 | $13k | 2% |