Mar-SR 95-22.64
Marion County · est $1.3M
Bid dateThursday, November 17—
Marion County · est $1.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 50 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3Eagle Bridge CO | R4Miller Bros Const INC | R5R & I Construction INC | % of bid |
|---|---|---|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 290 CY | $1,050 | $1,150 | $1,000 | $1,200 | $1,500 | 23% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 75,451 LB | $2.65 | $2.50 | $2.75 | $3.25 | $3.00 | 15% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 388 FT | $398 | $474 | $474 | $398 | $567 | 12% |
| 202E11301 |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3Eagle Bridge CO | R4Miller Bros Const INC | R5R & I Construction INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,500 | $15,000 | $10,000 | $3,000 | $2,000 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 456.25 FT | $2.00 | $2.00 | $3.00 | $2.00 | $10.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 2 EACH | $150 | $600 | $600 | $150 | $1,000 |
| 203E20001 |
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 →
| 241 CY |
| $442 |
| $750 |
| $750 |
| $1,025 |
| $1,100 |
| 8% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 245 SY | $370 | $400 | $425 | $475 | $300 | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 112 CY | $500 | $500 | $250 | $475 | $613 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $56,000 | $62,000 | $65,000 | $85,000 | $100,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | $40,000 | $100,000 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $38,000 | $85,000 | $35,000 | $25,000 | $20,000 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 24 CY | $1,494 | $1,200 | $1,500 | $1,500 | $1,000 | 3% |
| 526E90030 TYPE C INSTALLATION | 90 FT | $384 | $280 | $350 | $350 | $200 | 3% |
| 514E27700 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 264 SF | $128 | $155 | $125 | $200 | $275 | 3% |
| 519E11100 PATCHING CONCRETE STRUCTURE | 50 SF | $618 | $618 | $450 | $700 | $100 | 2% |
| 516E44300 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,836 | $2,000 | $2,500 | $2,600 | $3,000 | 2% |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,784 | $1,900 | $2,500 | $2,500 | $3,000 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $17,000 | $22,000 | $30,000 | $20,000 | $1,000 | 1% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,078 EACH | $5.30 | $4.25 | $6.00 | $5.30 | $5.00 | 1% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $15,000 | $21,500 | $60,000 | $50,000 | $43,957 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $9,000 | $15,000 | $3,000 | $5,000 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 1,258 SY | $11.00 | $11.00 | $4.50 | $7.50 | $9.00 | 1% |
| 39 CY |
| $30.00 |
| $70.00 |
| $100 |
| $50.00 |
| $125 |
| 204E10000 SUBGRADE COMPACTION | 347 SY | $4.70 | $3.50 | $15.00 | $3.00 | $2.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 8 SY | $169 | $240 | $200 | $175 | $100 |
| 606E15050 GUARDRAIL, TYPE MGS | 293.75 FT | $21.00 | $22.40 | $22.40 | $21.00 | $45.00 |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN | — | $2,650 | $2,935 | $2,935 | $2,650 | $3,100 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,200 | $1,395 | $1,395 | $1,200 | $1,800 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $3,450 | $3,525 | $3,525 | $3,450 | $2,650 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 11 EACH | $10.00 | $12.00 | $12.00 | $10.00 | $11.00 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN (17") | 77 SY | $36.00 | $32.00 | $100 | $40.00 | $20.00 |
| 659E00300 TOPSOIL | 78 CY | $75.00 | $40.00 | $15.00 | $50.00 | $20.00 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 440 SY | $7.75 | $7.34 | $15.00 | $7.00 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $1,400 | $662 | $1,500 | $600 | $1,000 |
| 659E31000 LIME | 0.1 ACRE | $80.00 | $140 | $5.00 | $10.00 | $10.00 |
| 659E35000 WATER | 2 MGAL | $1.00 | $1.00 | $15.00 | $10.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 18 CY | $400 | $400 | $315 | $625 | $720 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 59 CY | $108 | $160 | $134 | $125 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 190 GAL | $4.00 | $4.00 | $7.50 | $1.00 | $2.60 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $8,750 | $7,500 | $8,750 | $8,750 | $6,000 |
| 621E00100 RPM | 5 EACH | $750 | $700 | $845 | $575 | $500 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $20.00 | $35.00 | $20.00 | $15.00 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.3 MILE | $4,340 | $5,000 | $8,645 | $4,340 | $4,340 |
| 642E00300 CENTER LINE, TYPE 1 | 0.33 MILE | $5,785 | $5,000 | $6,290 | $5,785 | $5,785 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,950 | $2,300 | $2,500 | $1,950 | $2,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 18 EACH | $8.00 | $20.00 | $8.00 | $25.00 | $25.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 18 EACH | $14.00 | $21.00 | $15.00 | $30.00 | $30.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.18 MILE | $16,700 | $11,610 | $11,610 | $16,700 | $16,700 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.39 MILE | $12,525 | $9,351 | $9,351 | $12,525 | $12,525 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 22 FT | $2.80 | $10.00 | $10.00 | $2.80 | $2.80 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 111 SY | $106 | $90.00 | $135 | $95.00 | $194 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 840 FT | $14.00 | $20.00 | $30.00 | $30.00 | $35.75 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $6,000 | $25,000 | $15,000 | $8,500 | $5,000 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $26.00 | $60.00 | $65.00 | $65.00 | $100 |
| 202E23500 WEARING COURSE REMOVED | 1,511 SY | $8.00 | $12.00 | $8.00 | $6.00 | $10.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 76 EACH | $42.00 | $15.00 | $35.00 | $28.00 | $20.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $3,400 | $2,500 | $5,500 | $3,800 | $4,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 206 SY | $16.50 | $16.50 | $16.50 | $20.00 | $30.00 |
| 513E95030 STRUCTURAL STEEL, MISC.: 2" DIA. FIELD DRILLED HOL | 36 EACH | $45.00 | $66.25 | $100 | $66.25 | $100 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 90 FT | $60.00 | $120 | $50.00 | $55.00 | $10.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 4 SF | $15.00 | $24.00 | $20.00 | $35.00 | $5.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 270 SF | $14.00 | $15.00 | $20.00 | $14.00 | $30.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 76 CY | $90.00 | $95.00 | $130 | $135 | $100 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 133 FT | $6.00 | $10.00 | $20.00 | $14.00 | $25.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 12 FT | $8.00 | $30.00 | $23.00 | $40.00 | $25.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $260 | $280 | $350 | $450 | $200 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,500 | $12,000 | $40,000 | $25,000 | $25,000 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $3,700 | $2,800 | $2,000 | $3,000 | $1,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 290 CY | $1,050 | $305k | 20% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 75,451 LB | $2.65 | $200k | 13% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 388 FT | $398 | $154k | 10% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 241 CY | $442 | $107k | 7% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 245 SY | $370 | $91k | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 112 CY | $500 | $56k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $56,000 | $56k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $38,000 | $38k | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 24 CY | $1,494 | $36k | 2% |