Uni-SR 38-03.21
Union County · est $3.1M
Bid dateThursday, September 25—
Union County · est $3.1M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 49 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Shelly & Sands INC | R3Eagle Bridge CO | R4George J Igel & CO INC | % of bid |
|---|---|---|---|---|---|---|
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 10,000 DLR | $105 | $120 | $120 | $120 | 26% |
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN (SH | 236,128 LB | $4.36 | $4.30 | $5.25 | $5.15 | 26% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $380,000 | $230,000 | $475,000 | $677,000 | 9% |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 243 CY | $1,400 | $1,200 | $1,800 | $1,300 | 8% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 533 FT | $516 | $472 | $472 | $509 | 7% |
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN (HO | 38,483 LB | $5.30 | $5.50 |
| Item | Quantity | R1Complete General Construction Company | R2Shelly & Sands INC | R3Eagle Bridge CO | R4George J Igel & CO INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $2,000 | $2,500 | $2,000 |
| 202E23000 PAVEMENT REMOVED | 689 SY | $16.00 | $12.50 | $20.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 457 FT | $2.00 | $2.80 | $5.00 | $5.00 |
| 203E10000 EXCAVATION | 169 CY | $26.00 | $30.00 | $55.00 | $30.00 |
| 203E20000 |
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 →
| $5.25 |
| $4.90 |
| 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 89,576 LB | $1.60 | $1.35 | $1.50 | $1.35 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $228,500 | $150,000 | $250,000 | 2% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 192 SY | $420 | $375 | $400 | $375 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 259 CY | $255 | $200 | $255 | $238 | 2% |
| 530E50000 SPECIAL - RETAINING WALL (WALLS BEHIND ABUTMENTS) | 2 EACH | $28,000 | $40,000 | $45,000 | $32,500 | 1% |
| 511E42511 CLASS QC1 CONCRETE, PIER CAP, AS PER PLAN | 12 CY | $4,000 | $7,500 | $4,000 | $6,625 | 1% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 49 CY | $925 | $1,200 | $1,500 | $737 | 1% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 29 CY | $1,300 | $2,100 | $1,500 | $1,160 | 1% |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 123 SF | $285 | $285 | $340 | $193 | 1% |
| 526E90030 TYPE C INSTALLATION | 90 FT | $335 | $180 | $315 | $240 | 1% |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 627 SY | $48.00 | $48.00 | $48.00 | $110 | 1% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 4,512 EACH | $6.00 | $5.90 | $4.65 | $5.90 | 1% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $25,000 | $13,000 | $40,000 | $25,000 | 1% |
| 304E20000 AGGREGATE BASE | 148 CY | $160 | $85.00 | $125 | $76.75 | 1% |
| 169 CY |
| $35.00 |
| $20.00 |
| $22.00 |
| $42.50 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 457 FT | $22.40 | $22.00 | $22.00 | $26.50 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,515 | $2,500 | $2,500 | $2,650 |
| 204E10000 SUBGRADE COMPACTION | 1,101 SY | $4.00 | $6.50 | $6.00 | $5.00 |
| 659E00100 SOIL ANALYSIS TEST | 1 EACH | $150 | $150 | $100 | $150 |
| 659E00300 TOPSOIL | 60 CY | $45.00 | $50.00 | $30.00 | $40.00 |
| 659E10000 SEEDING AND MULCHING | 484 SY | $6.00 | $6.00 | $7.00 | $8.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 25 SY | $6.00 | $6.00 | $3.00 | $6.00 |
| 659E15000 INTER-SEEDING | 25 SY | $6.00 | $6.00 | $3.00 | $6.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $1,250 | $1,250 | $2,000 | $1,250 |
| 659E31000 LIME | 0.1 ACRE | $150 | $150 | $10.00 | $150 |
| 659E35000 WATER | 2.7 MGAL | $1.00 | $1.00 | $15.00 | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 87 FT | $18.60 | $25.00 | $18.00 | $46.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 267 SY | $30.00 | $16.00 | $14.50 | $9.25 |
| 407E10000 TACK COAT | 240 GAL | $4.10 | $3.05 | $3.25 | $4.25 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 6 CY | $180 | $175 | $335 | $215 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 38 CY | $360 | $290 | $465 | $328 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (53 CY | $320 | $275 | $290 | $282 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $18,000 | $8,312 | $16,500 | $16,500 |
| 621E00100 RPM | 15 EACH | $165 | $165 | $165 | $165 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 15 EACH | $13.00 | $5.50 | $20.00 | $30.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 4 EACH | $12.30 | $10.00 | $10.00 | $13.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 10 EACH | $13.70 | $12.00 | $12.00 | $13.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 12 FT | $28.00 | $18.00 | $18.00 | $18.00 |
| 630E80100 SIGN, FLAT SHEET | 6.3 SF | $30.00 | $20.00 | $20.00 | $20.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $10.00 | $65.00 | $55.00 | $30.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $65.00 | $130 | $75.00 | $30.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.24 MILE | $8,000 | $8,000 | $8,000 | $8,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $10,600 | $10,600 | $10,600 | $10,600 |
| 642E00500 STOP LINE, TYPE 1 | 21 FT | $7.40 | $7.40 | $7.40 | $7.40 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $48.00 | $32.00 | $65.00 | $45.00 |
| 202E23500 WEARING COURSE REMOVED | 972 SY | $13.00 | $7.00 | $15.00 | $15.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 508 EACH | $20.00 | $30.00 | $30.00 | $27.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $4,600 | $5,000 | $5,000 | $4,200 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 4 FT | $250 | $225 | $500 | $398 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 90 FT | $155 | $155 | $65.00 | $62.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 114 FT | $55.00 | $55.00 | $40.00 | $40.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,900 | $2,100 | $2,250 | $2,900 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $1,700 | $2,300 | $2,250 | $3,100 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,500 | $2,200 | $2,000 | $3,000 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 637 FT | $14.85 | $15.75 | $15.00 | $14.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $24,000 | $30,000 | $23,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $12,000 | $10,000 | $30,000 | $21,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $22,000 | $21,000 | $10,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 10,000 DLR | $105 | $1.05M | 24% |
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN (SH | 236,128 LB | $4.36 | $1.03M | 24% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $380,000 | $380k | 9% |
| 511E34445 CLASS QC2 CONCRETE, BRIDGE DECK, AS PER PLAN | 243 CY | $1,400 | $340k | 8% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 533 FT | $516 | $275k | 6% |
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN (HO | 38,483 LB | $5.3 | $204k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 89,576 LB | $1.6 | $143k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 192 SY | $420 | $81k | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 259 CY | $255 | $66k | 2% |