She-SR 47-03.97
Shelby County · est $2.1M
Bid dateThursday, October 12—
Shelby County · est $2.1M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 59 more items below.
| Item | Quantity | R1Brumbaugh Construction INC | R2Eagle Bridge CO | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 247 CY | $1,000 | $1,375 | $1,100 | 18% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 379 FT | $500 | $475 | $485 | 14% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $150,000 | $180,000 | $200,000 | 11% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 11,070 SF | $12.25 | $12.00 | $12.00 | 10% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 70,680 LB | $1.75 | $1.85 | $1.85 | 9% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 245 SY | $300 | $210 | $325 | 5% |
| 624E10000 MOBILIZATION |
| Item | Quantity | R1Brumbaugh Construction INC | R2Eagle Bridge CO | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,000 | $7,500 | $10,000 |
| 202E23000 PAVEMENT REMOVED | 166 SY | $18.00 | $20.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 325 FT | $10.00 | $3.00 | $2.00 |
| 202E98100 REMOVAL MISC.: REMOVAL OF BRIDGE ID SIGN AND REERE | 1 EACH | $100 | $175 | $275 |
| 204E10000 SUBGRADE COMPACTION | 280 SY | $2.00 | $12.00 | $4.00 |
| 606E15050 |
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 →
| 1 LS |
| $70,120 |
| $40,000 |
| $40,000 |
| 5% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 47 CY | $1,300 | $1,200 | $1,200 | 4% |
| 511E33416 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 41 CY | $1,200 | $850 | $940 | 4% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $40,000 | $25,000 | $35,000 | 3% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 10,898 SF | $3.50 | $3.00 | $4.00 | 3% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 10,898 SF | $3.50 | $3.00 | $2.00 | 3% |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 10,782 SF | $3.50 | $3.00 | $6.00 | 3% |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 36,749 LB | $0.85 | $1.25 | $1.39 | 2% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 36 CY | $750 | $1,100 | $1,300 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $30,000 | $13,000 | 1% |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,500 | $2,000 | $1,800 | 1% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,168 EACH | $5.50 | $4.70 | $4.70 | 1% |
| 514E27700 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 288 SF | $60.00 | $50.00 | $85.00 | 1% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 23 CY | $675 | $850 | $700 | 1% |
| 50 FT |
| $25.00 |
| $21.00 |
| $21.60 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH | $2,300 | $2,250 | $2,180 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,900 | $2,800 | $2,425 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 100 FT | $25.00 | $22.00 | $23.20 |
| 659E10000 SEEDING AND MULCHING | 680 SY | $5.00 | $7.00 | $3.95 |
| 659E14000 REPAIR SEEDING AND MULCHING | 34 SY | $1.00 | $2.50 | $1.40 |
| 659E15000 INTER-SEEDING | 34 SY | $1.00 | $2.50 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $700 | $1,500 | $540 |
| 659E35000 WATER | 4 MGAL | $5.00 | $10.00 | $1.00 |
| 832E30000 EROSION CONTROL | 7,200 EACH | $1.00 | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 2" DEPTH | 561 SY | $15.00 | $5.50 | $7.00 |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 8 CY | $640 | $600 | $625 |
| 304E20000 AGGREGATE BASE | 50 CY | $60.00 | $125 | $125 |
| 407E10000 TACK COAT | 127 GAL | $0.50 | $1.00 | $1.00 |
| 617E10100 COMPACTED AGGREGATE | 9 CY | $55.00 | $165 | $160 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (32 CY | $450 | $400 | $425 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 2 EACH | $2,500 | $4,650 | $15,000 |
| 621E00100 RPM | 9 EACH | $350 | $338 | $375 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $50.00 | $15.00 | $35.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BI-DIRECTIONAL) | 8 EACH | $10.00 | $10.00 | $12.50 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 1 SF | $200 | $150 | $150 |
| 644E00500 STOP LINE | 12 FT | $50.00 | $50.00 | $95.00 |
| 646E10010 EDGE LINE, 6" | 0.18 MILE | $30,000 | $18,760 | $26,110 |
| 646E10200 CENTER LINE | 0.09 MILE | $40,000 | $25,011 | $40,175 |
| 614E12420 DETOUR SIGNING | 1 LS | $8,000 | $12,500 | $7,950 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $60.00 | $55.00 | $48.00 |
| 202E23500 WEARING COURSE REMOVED | 134 SY | $25.00 | $13.00 | $8.00 |
| 202E38500 BRIDGE RAILING REMOVED | 375 FT | $10.00 | $13.00 | $5.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,500 | $40,000 | $55,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $15,000 | $20,000 | $25,000 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 200 FT | $70.00 | $50.00 | $75.00 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 160 FT | $5.00 | $20.00 | $10.00 |
| 507E93300 STEEL POINTS OR SHOES | 8 EACH | $175 | $135 | $159 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 288 EACH | $15.00 | $24.00 | $15.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $5,000 | $2,000 | $2,700 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 205 SY | $16.00 | $12.50 | $12.50 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 21 FT | $160 | $150 | $350 |
| 513E21599 STRUCTURAL STEEL FOR REHABILITATION | 1,480 LB | $6.50 | $12.50 | $11.00 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 19 MNHR | $125 | $100 | $150 |
| 514E10000 FINAL INSPECTION REPAIR | 6 EACH | $325 | $300 | $200 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 5 SF | $5.00 | $10.00 | $16.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 51 SF | $7.00 | $16.00 | $17.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 135 FT | $35.00 | $37.00 | $45.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 102 FT | $13.00 | $20.00 | $25.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 48 CY | $80.00 | $125 | $125 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 429 FT | $14.00 | $20.00 | $24.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 146 FT | $10.00 | $12.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 44 FT | $10.00 | $20.00 | $18.00 |
| 526E90020 TYPE B INSTALLATION | 57 SY | $50.00 | $55.00 | $40.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 7 SY | $140 | $150 | $170 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 32 CY | $105 | $120 | $175 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $7,500 | $30,000 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $1,000 | $2,250 | $4,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $12,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 247 CY | $1,000 | $247k | 15% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 379 FT | $500 | $190k | 12% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $150,000 | $150k | 9% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 11,070 SF | $12.25 | $136k | 8% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 70,680 LB | $1.75 | $124k | 8% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 245 SY | $300 | $74k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $70,120 | $70k | 4% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 47 CY | $1,300 | $61k | 4% |
| 511E33416 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 41 CY | $1,200 | $49k | 3% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $40,000 | $40k | 2% |