D07-CR FY20
D07 County · est $0.3M
Bid dateThursday, March 12—
D07 County · est $0.3M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 36 more items below.
| Item | Quantity | R1Brumbaugh Construction INC | R2Vtf Excavation LLC | % of bid |
|---|---|---|---|---|
| 611E25000 66" CONDUIT, TYPE A, 706.02; OR 72" CONDUIT, TYPE | 66 FT | $455 | $566 | 13% |
| 624E10000 MOBILIZATION | 1 LS | $24,772 | $35,520 | 10% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 69 CY | $357 | $431 | 10% |
| 614E12420 DETOUR SIGNING | 1 LS | $20,000 | $10,131 | 8% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 17 CY | $1,075 | $1,721 | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 35 CY | $368 | $443 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,000 | $14,879 | 5% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) |
| Item | Quantity | R1Brumbaugh Construction INC | R2Vtf Excavation LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,000 | $4,521 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $600 | $297 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 296 SY | $7.00 | $8.31 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 2 FT | $25.00 | $32.93 |
| 202E38000 GUARDRAIL REMOVED | 575 FT | $6.00 | $2.28 |
| 203E10000 EXCAVATION | 220 CY | $12.00 | $17.68 |
| 204E10000 SUBGRADE COMPACTION | 330 SY | $2.00 | $1.30 |
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 →
| 4 EACH |
| $2,520 |
| $2,970 |
| 4% |
| 659E00300 TOPSOIL | 244 CY | $41.00 | $47.72 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $9,992 | $9,371 | 4% |
| 602E20000 CONCRETE MASONRY | 7.1 CY | $1,400 | $2,322 | 4% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $9,500 | $2,970 | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 412.5 FT | $20.40 | $23.30 | 4% |
| 611E97400 CONDUIT, MISC.: 3' X 3' CONDUIT, TYPE A, 706.05, 1 | 10 FT | $819 | $1,509 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $8,122 | $3,130 | 3% |
| 203E20000 EMBANKMENT | 281 CY | $16.00 | $12.66 | 2% |
| 659E10000 SEEDING AND MULCHING | 2,201 SY | $2.00 | $4.43 | 2% |
| 202E23500 WEARING COURSE REMOVED | 275 SY | $15.80 | $18.99 | 2% |
| 202E35200 PIPE REMOVED, OVER 24" | 60 FT | $70.00 | $32.92 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 42 CY | $98.00 | $67.33 | 2% |
| 209E10000 DITCH CLEANOUT | 15 FT | $45.00 | $19.75 |
| 623E40520 RIGHT-OF-WAY MONUMENT | 6 EACH | $350 | $317 |
| 601E21060 TIED CONCRETE BLOCK MAT, TYPE 2 | 13 SY | $110 | $97.51 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 1 CY | $151 | $110 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $94.98 |
| 659E14000 REPAIR SEEDING AND MULCHING | 110 SY | $0.25 | $4.43 |
| 659E20000 COMMERCIAL FERTILIZER | 0.3 TON | $1,000 | $950 |
| 659E31000 LIME | 0.45 ACRE | $100 | $127 |
| 659E35000 WATER | 12 MGAL | $20.00 | $1.27 |
| 832E30000 EROSION CONTROL | 2,500 EACH | $1.00 | $1.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 988 LB | $2.25 | $2.06 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 109 EACH | $29.00 | $72.55 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 71 SY | $25.00 | $10.49 |
| 512E33000 TYPE 2 WATERPROOFING | 13 SY | $39.00 | $40.62 |
| 605E31100 AGGREGATE DRAINS | 28 FT | $22.00 | $11.67 |
| 611E00900 6" CONDUIT, TYPE B | 50 FT | $8.00 | $12.66 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $6.00 | $12.66 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $6.00 | $12.66 |
| 611E06100 15" CONDUIT, TYPE C, 706.02 | 45 FT | $74.00 | $80.10 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $1,078 | $1,489 |
| 304E20000 AGGREGATE BASE | 68 CY | $55.00 | $73.63 |
| 407E10000 TACK COAT | 47 GAL | $20.00 | $25.33 |
| 617E10100 COMPACTED AGGREGATE | 8 CY | $100 | $73.19 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $25.00 | $94.98 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 10 EACH | $10.00 | $9.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.06 MILE | $44,000 | $31,658 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $44,000 | $63,316 |
| 616E10000 WATER | 1 MGAL | $20.00 | $6.33 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,565 | $2,361 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E25000 66" CONDUIT, TYPE A, 706.02; OR 72" CONDUIT, TYPE | 66 FT | $455 | $30k | 11% |
| 624E10000 MOBILIZATION | 1 LS | $24,772 | $25k | 9% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 69 CY | $357 | $25k | 9% |
| 614E12420 DETOUR SIGNING | 1 LS | $20,000 | $20k | 7% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 17 CY | $1,075 | $18k | 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 35 CY | $368 | $13k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,000 | $12k | 4% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 4 EACH | $2,520 | $10k | 4% |
| 659E00300 TOPSOIL | 244 CY | $41 | $10k | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $9,992 | $10k | 4% |