POR-SR 5-06.57 Slide
POR County · est $0.4M
Bid dateThursday, March 22—
POR County · est $0.4M
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 · 33 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Rudzik Excavating INC | R3Eclipse CO LLC | R4Tucson INC | R5Marucci & Gaffney Excavating CO | R6Lockhart Concrete CO | % of bid |
|---|---|---|---|---|---|---|---|---|
| 203E10000 EXCAVATION | 8,126 CY | $8.00 | $9.75 | $15.00 | $9.00 | $14.00 | $20.00 | 19% |
| 203E20000 EMBANKMENT | 6,906 CY | $6.50 | $6.50 | $4.50 | $8.00 | $21.00 | $20.00 | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $23,511 | $17,500 | $68,505 | $29,000 |
| Item | Quantity | R1Shelly & Sands INC | R2Rudzik Excavating INC | R3Eclipse CO LLC | R4Tucson INC | R5Marucci & Gaffney Excavating CO | R6Lockhart Concrete CO |
|---|---|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 61 FT | $12.00 | $10.00 | $15.00 | $18.00 | $28.00 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 437.5 FT | $1.50 | $1.54 | $2.50 | $3.00 | $2.00 | $4.00 |
| 202E58300 CATCH BASIN OR INLET REMOVED | 1 EACH | $250 | $400 | $452 | $700 | $500 |
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 →
| $89,000 |
| 12% |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN | 592 CY | $55.00 | $49.13 | $54.50 | $75.00 | $75.00 | $50.00 | 10% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $3,000 | $13,085 | $7,500 | $20,000 | $9,000 | 6% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 283 CY | $69.00 | $56.13 | $77.00 | $60.00 | $83.00 | $55.00 | 6% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $19,000 | $5,745 | $6,304 | $5,000 | $10,000 | $35,000 | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 96 CY | $130 | $190 | $189 | $225 | $253 | $225 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $15,500 | $10,000 | $20,000 | $20,000 | $37,500 | 3% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 794 FT | $12.00 | $21.65 | $9.00 | $8.00 | $10.00 | $8.00 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 420 FT | $20.00 | $37.13 | $24.50 | $30.00 | $30.00 | $5.00 | 2% |
| 203E35110 GRANULAR MATERIAL, TYPE B | 128 CY | $62.00 | $56.47 | $68.50 | $75.00 | $75.00 | $50.00 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 387.5 FT | $19.00 | $19.80 | $21.00 | $23.50 | $19.00 | $19.00 | 2% |
| 609E10000 ASPHALT CONCRETE CURB, TYPE 1 | 400 FT | $18.00 | $13.00 | $9.50 | $8.00 | $10.00 | $7.50 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $2,400 | $700 | $900 | $2,000 | $500 | $400 | 2% |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 70 CY | $85.00 | $73.36 | $55.50 | $95.00 | $65.00 | $45.00 | 2% |
| 671E15040 EROSION CONTROL MAT, TYPE E | 2,375 SY | $2.50 | $4.28 | $2.50 | $2.00 | $3.00 | $1.00 | 2% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 21 CY | $215 | $270 | $368 | $415 | $443 | $300 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 134 SY | $30.00 | $14.00 | $25.00 | $15.00 | $19.00 | $10.00 | 1% |
| $50.00 |
| 204E10000 SUBGRADE COMPACTION | 415 SY | $1.70 | $3.00 | $2.50 | $2.50 | $2.00 | $1.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $200 | $200 | $208 | $125 | $70.00 | $100 |
| 204E50100 GEOTEXTILE FABRIC, 712.09, TYPE A | 1,429 SY | $0.60 | $1.80 | $1.50 | $1.50 | $2.00 | $4.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $2,000 | $2,118 | $2,207 | $2,000 | $2,050 | $2,100 |
| 690E98100 SPECIAL - REINFORCED MESH FOR LONGITUDINAL JOINTS | 400 FT | $6.00 | $12.75 | $18.00 | $11.00 | $13.00 | $10.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 4 CY | $280 | $236 | $131 | $275 | $180 | $120 |
| 659E00300 TOPSOIL | 264 CY | $10.00 | $16.93 | $9.50 | $45.00 | $35.00 | $20.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 119 SY | $3.00 | $2.00 | $3.00 | $1.00 | $5.00 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.32 TON | $600 | $500 | $657 | $750 | $550 | $600 |
| 659E31000 LIME | 0.49 ACRE | $100 | $100 | $105 | $175 | $20.00 | $400 |
| 659E35000 WATER | 13 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $0.50 | $2.00 |
| 602E20000 CONCRETE MASONRY | 0.3 CY | $2,300 | $1,875 | $1,795 | $3,000 | $4,000 | $100 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 98 FT | $20.00 | $32.92 | $16.50 | $22.00 | $12.00 | $8.00 |
| 611E01500 6" CONDUIT, TYPE F, 707.41 (PERFORATED) | 600 FT | $3.00 | $28.11 | $9.00 | $12.00 | $12.00 | $8.00 |
| 611E05200 12" CONDUIT, TYPE F, 707.33 | 72 FT | $48.00 | $61.53 | $31.00 | $42.00 | $65.00 | $65.00 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $3,000 | $2,389 | $2,893 | $2,000 | $3,200 | $1,250 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $200 | $300 | $282 | $200 | $250 | $500 |
| 407E20000 NON-TRACKING TACK COAT | 88 GAL | $2.70 | $10.00 | $5.50 | $4.00 | $5.00 | $5.00 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (21 CY | $190 | $255 | $352 | $225 | $255 | $250 |
| 441E50701 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (12 CY | $250 | $280 | $342 | $415 | $445 | $250 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, 1WAY | 6 EACH | $6.00 | $6.60 | $13.50 | $9.00 | $7.00 | $5.00 |
| 642E00094 EDGE LINE, 6" | 0.1 MILE | $17,000 | $10,175 | $21,434 | $10,000 | $10,000 | $9,000 |
| 614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | 2 EACH | $1,900 | $2,035 | $2,102 | $2,800 | $2,100 | $2,000 |
| 614E12460 WORK ZONE MARKING SIGN | 10 EACH | $103 | $220 | $126 | $230 | $210 | $8.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 9 EACH | $7.00 | $7.70 | $21.00 | $8.00 | $7.50 | $10.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 8 EACH | $12.00 | $13.20 | $21.00 | $14.00 | $13.00 | $15.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.19 MILE | $4,000 | $4,796 | $6,089 | $5,000 | $4,600 | $11,000 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.19 MILE | $3,800 | $3,597 | $5,968 | $3,750 | $3,500 | $9,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 35 FT | $2.65 | $2.75 | $3.50 | $3.00 | $3.00 | $5.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,000 | $4,600 | $19,344 | $7,500 | $10,000 | $19,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 8,126 CY | $8 | $65k | 17% |
| 203E20000 EMBANKMENT | 6,906 CY | $6.5 | $45k | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $40k | 11% |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN | 592 CY | $55 | $33k | 9% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $20k | 5% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 283 CY | $69 | $20k | 5% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $19,000 | $19k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 96 CY | $130 | $12k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 3% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 794 FT | $12 | $10k | 3% |