She-/Mia-IR 75/SR 29-09.85/20.66
Shelby County · est $0.5M
Bid dateThursday, June 30—
Shelby County · est $0.5M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 39 more items below.
| Item | Quantity | R1Brumbaugh Construction INC | R2Eagle Bridge CO | % of bid |
|---|---|---|---|---|
| 611E94732 7' X 7' CONDUIT, TYPE A, 706.05 | 48 FT | $1,700 | $1,250 | 20% |
| 611E96550 FIELD PAVING OF EXISTING PIPE7'-3" X 5'-3" PIPE AR | 435 FT | $170 | $150 | 18% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 58 CY | $600 | $550 | 9% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 33 CY | $800 | $900 | 7% |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" | 435 FT | $50.00 | $55.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,614 | $20,000 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 41 CY | $500 | $550 | 5% |
| 607E15100 FENCE, TYPE 47RA | 185 FT | $90.00 |
| Item | Quantity | R1Brumbaugh Construction INC | R2Eagle Bridge CO |
|---|---|---|---|
| 201E20010 SPECIAL - TREE REMOVED, 4"-12" | 2 EACH | $600 | $1,000 |
| 201E21801 TREE REMOVED, 18", AS PER PLAN | 2 EACH | $1,000 | $1,000 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $600 | $1,500 |
| 202E23000 PAVEMENT REMOVED | 101 SY | $25.00 | $30.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 88 FT | $25.00 | $10.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 60 FT | $30.00 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 250 FT | $3.00 |
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 →
| $29.30 |
| 4% |
| 202E11005 STRUCTURE REMOVED, AS PER PLAN | 1 EACH | $15,000 | $17,500 | 4% |
| 202E75001 FENCE REMOVED, AS PER PLAN | 417 FT | $30.00 | $2.50 | 3% |
| 614E12420 DETOUR SIGNING | 1 LS | $10,000 | $12,500 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $7,500 | 2% |
| 611E01800 8" CONDUIT, TYPE B | 101 FT | $95.00 | $65.00 | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 6,082 LB | $1.50 | $2.50 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350 | 3 EACH | $2,900 | $2,980 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION, WINGWALL FOOTING | 1 LS | $7,500 | $35,000 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $7,500 | $35,000 | 2% |
| 304E20000 AGGREGATE BASE | 110 CY | $60.00 | $65.00 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,000 | $3,000 | 1% |
| 659E00300 TOPSOIL | 118 CY | $50.00 | $5.00 | 1% |
| $3.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $500 | $225 |
| 202E75000 FENCE REMOVED | 15 FT | $10.00 | $4.00 |
| 202E75251 GATE REMOVED, AS PER PLAN | 2 EACH | $250 | $290 |
| 203E10000 EXCAVATION | 23 CY | $25.00 | $75.00 |
| 203E20000 EMBANKMENT | 228 CY | $25.00 | $30.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 200 FT | $29.00 | $27.20 |
| 607E23000 FENCE, TYPE CLT | 15 FT | $150 | $74.80 |
| 204E10000 SUBGRADE COMPACTION | 156 SY | $1.50 | $5.00 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 15 SY | $100 | $50.00 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 13 CY | $100 | $135 |
| 659E10000 SEEDING AND MULCHING | 1,057 SY | $2.00 | $5.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 53 SY | $2.00 | $5.00 |
| 659E15000 INTER-SEEDING | 53 SY | $2.00 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.01 TON | $700 | $1,750 |
| 659E31000 LIME | 0.2 ACRE | $5.00 | $5.00 |
| 659E35000 WATER | 6 MGAL | $5.00 | $15.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 |
| 407E10000 TACK COAT | 6 GAL | $100 | $2.00 |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 9 CY | $550 | $1,000 |
| 617E10100 COMPACTED AGGREGATE | 12 CY | $60.00 | $125 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $100 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.02 MILE | $35,000 | $35,604 |
| 642E00300 CENTER LINE, TYPE 1 | 0.01 MILE | $50,000 | $47,912 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $80.00 | $72.50 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,000 | $17,500 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,000 | $4,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 44 SY | $40.00 | $65.00 |
| 512E33000 TYPE 2 WATERPROOFING | 55 SY | $55.00 | $30.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 40 SF | $3.00 | $8.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $60.00 | $105 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,000 | $12,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,000 | $6,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94732 7' X 7' CONDUIT, TYPE A, 706.05 | 48 FT | $1,700 | $82k | 18% |
| 611E96550 FIELD PAVING OF EXISTING PIPE7'-3" X 5'-3" PIPE AR | 435 FT | $170 | $74k | 16% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 58 CY | $600 | $35k | 7% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 33 CY | $800 | $26k | 6% |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" | 435 FT | $50 | $22k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,614 | $21k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 41 CY | $500 | $21k | 4% |
| 607E15100 FENCE, TYPE 47RA | 185 FT | $90 | $17k | 4% |
| 202E11005 STRUCTURE REMOVED, AS PER PLAN | 1 EACH | $15,000 | $15k | 3% |
| 202E75001 FENCE REMOVED, AS PER PLAN | 417 FT | $30 | $13k | 3% |