BUT-SR 126-07.66
BUT County · est $2.4M
Bid dateThursday, November 17—
BUT County · est $2.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 73 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (2603 CY | $210 | $190 | 26% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 1,946 CY | $222 | $200 | 21% |
| 253E02000 PAVEMENT REPAIR, (A) | 600 CY | $412 | $375 | 12% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 53,908 SY | $3.53 | $4.00 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $97,153 | $320,000 | 5% |
| 611E94900 8' X 5' CONDUIT, TYPE A, 706.05 (3' DESIGN COVER) | 41 FT | $1,599 | $1,250 | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | — | $2,500 | $2,725 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 410 SF | $120 | $120 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 8,097 GAL | $4.50 | $3.00 | 2% |
| 519E12304 PATCHING CONCRETE BRIDGE DECK - TYPE C | 40 SY | $800 | $1,000 | 2% |
| 644E00104 EDGE LINE, 6" | 7.47 MILE | $4,255 | $4,255 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,450 FT | $21.50 | $25.75 | 2% |
| 519E12304 PATCHING CONCRETE BRIDGE DECK - TYPE C | 38 SY | $800 | $1,000 | 1% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 200 FT | $120 | $175 | 1% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 200 FT | $120 | $175 | 1% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 23.3 CY | $986 | $850 | 1% |
| 617E10100 COMPACTED AGGREGATE | 225 CY | $95.08 | $175 | 1% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 7.6 CY | $2,304 | $3,500 | 1% |
| 203E20000 EMBANKMENT | 176 CY | $96.53 | $75.00 | 1% |
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,129 | $15,000 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $13,288 | $7,500 |
| 202E23000 PAVEMENT REMOVED | 81 SY | $20.15 | $30.00 |
| 202E30000 WALK REMOVED | 144 SF | $30.00 | $10.00 |
| 202E32000 CURB REMOVED | 29 FT | $75.00 | $30.00 |
| 202E32500 CURB AND GUTTER REMOVED | 4 FT | $75.00 | $35.00 |
| 202E38000 GUARDRAIL REMOVED | 1,590 FT | $2.50 |
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 →
| $6.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 20 EACH | $325 | $750 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $100 | $175 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 12 EACH | $85.00 | $250 |
| 203E10000 EXCAVATION | 16 CY | $31.25 | $100 |
| 204E10000 SUBGRADE COMPACTION | 81 SY | $4.41 | $10.00 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 7 MILE | $1,533 | $2,500 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $13,641 | $20,000 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,200 | $1,475 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | — | $850 | $1,350 |
| 608E10000 4" CONCRETE WALK | 80 SF | $25.00 | $30.00 |
| 608E52000 CURB RAMP | 222 SF | $60.00 | $75.00 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $4,800 | $3,000 |
| 601E11000 RIPRAP, TYPE D | 27.1 SY | $295 | $160 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 27.1 CY | $251 | $175 |
| 659E10000 SEEDING AND MULCHING | 799 SY | $3.90 | $5.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $790 | $1,200 |
| 253E02000 PAVEMENT REPAIR, (B) | 5 CY | $800 | $750 |
| 254E01600 PATCHING PLANED SURFACE | 543 SY | $3.48 | $8.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 13 CY | $1,060 | $475 |
| 304E20000 AGGREGATE BASE | 13 CY | $75.25 | $275 |
| 617E25000 WATER | 6 MGAL | $52.93 | $50.00 |
| 621E00100 RPM | 349 EACH | $32.60 | $32.60 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 349 EACH | $24.01 | $8.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 41 EACH | $10.00 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.02 MILE | $75,800 | $75,800 |
| 642E00300 CENTER LINE, TYPE 1 | 0.01 MILE | $101,330 | $101,330 |
| 644E00300 CENTER LINE | 3.94 MILE | $3,525 | $3,525 |
| 644E00500 STOP LINE | 58 FT | $17.65 | $17.65 |
| 644E00620 CROSSWALK LINE, 12" | 84 FT | $16.65 | $16.65 |
| 644E00900 ISLAND MARKING | 40 SF | $16.65 | $16.65 |
| 646E10010 EDGE LINE, 6" | 0.19 MILE | $19,420 | $19,420 |
| 646E10200 CENTER LINE | 0.11 MILE | $18,625 | $18,625 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $96.61 | $80.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 3.94 MILE | $1,190 | $1,190 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 3.94 MILE | $775 | $775 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 7.47 MILE | $1,405 | $1,405 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 7.47 MILE | $900 | $900 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 58 FT | $5.00 | $5.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 58 FT | $4.90 | $4.90 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,085 | $11,350 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 130 SY | $27.00 | $11.00 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 75 FT | $120 | $175 |
| 519E12304 PATCHING CONCRETE BRIDGE DECK - TYPE C | 10 SY | $1,250 | $1,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $13,641 | $50,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $10,715 | $20,000 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 295 SY | $18.25 | $11.00 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 410 SF | $20.00 | $20.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 410 SF | $20.00 | $20.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 410 SF | $15.00 | $15.00 |
| 514E10000 FINAL INSPECTION REPAIR | 2 EACH | $450 | $450 |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 137.5 FT | $120 | $175 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $2,247 | $10,000 |
| 202E23500 WEARING COURSE REMOVED | 85 SY | $3.25 | $100 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 395 SY | $18.25 | $11.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 13.4 CF | $1,120 | $1,200 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 640 SY | $16.50 | $9.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $12,848 | $5,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,652 LB | $2.40 | $2.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.8 CY | $2,212 | $3,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 40.4 SY | $65.00 | $45.00 |
| 512E33000 TYPE 2 WATERPROOFING | 214 SY | $26.75 | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 30 SF | $6.62 | $25.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $5,660 | $12,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,236 | $16,189 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $12,091 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (2603 CY | $210.21 | $547k | 22% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 1,946 CY | $221.61 | $431k | 17% |
| 253E02000 PAVEMENT REPAIR, (A) | 600 CY | $412.47 | $247k | 10% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 53,908 SY | $3.53 | $190k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $97,153 | $97k | 4% |
| 611E94900 8' X 5' CONDUIT, TYPE A, 706.05 (3' DESIGN COVER) | 41 FT | $1,599 | $66k | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | — | $2,500 | $53k | 2% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 410 SF | $120 | $49k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 8,097 GAL | $4.5 | $36k | 1% |