Way-US 250-17.27
Wayne County · est $1.7M
Bid dateThursday, October 26—
Wayne County · est $1.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 80 more items below.
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 144 CY | $1,500 | $2,120 | 17% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 601 CY | $220 | $220 | 10% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $92,000 | $27,000 | 7% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 223 SY | $385 | $380 | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 47,662 LB | $1.75 | $1.75 | 6% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 725 SY | $110 | $96.00 | 6% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 11 EACH | $6,000 | $5,800 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $40,000 | 4% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,120 FT | $44.00 | $36.50 | 4% |
| 304E20000 AGGREGATE BASE | 466 CY | $105 | $97.00 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $48,500 | $52,000 | 4% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 62 CY | $710 | $2,056 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,215 FT | $36.00 | $28.55 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $27,600 | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (116 CY | $320 | $320 | 3% |
| 203E10000 EXCAVATION | 1,224 CY | $30.00 | $30.00 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 130 FT | $260 | $250 | 3% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 140 FT | $240 | $194 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $32,600 | $50,000 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,559 FT | $20.00 | $16.00 | 2% |
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Shelly & Sands INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,600 | $1,600 |
| 202E23000 PAVEMENT REMOVED | 3,055 SY | $10.00 | $12.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 115 FT | $25.00 | $11.00 |
| 202E38000 GUARDRAIL REMOVED | 282 FT | $3.00 | $2.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $550 | $410 |
| 202E98100 REMOVAL MISC.: RAILROAD TIES | 3 EACH | $130 | $96.00 |
| 202E98100 REMOVAL MISC.: SHED | 1 EACH | $750 |
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 →
| $300 |
| 202E98200 REMOVAL MISC.:ABANDONED GAS LINE | 135 FT | $7.00 | $6.50 |
| 203E20000 EMBANKMENT | 242 CY | $26.00 | $18.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 175 CY | $85.00 | $81.00 |
| 204E10000 SUBGRADE COMPACTION | 2,353 SY | $4.00 | $4.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 175 CY | $36.00 | $29.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $250 | $575 |
| 204E51000 GEOGRID | 525 SY | $5.00 | $1.50 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 175 FT | $21.60 | $21.60 |
| 606E20050 ROUNDED END SECTION | 3 EACH | $65.00 | $65.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $2,625 | $2,625 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 2 EACH | $895 | $895 |
| 625E75401 LIGHT POLE REMOVED, AS PER PLAN | 2 EACH | $1,400 | $2,500 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $180 | $180 |
| 690E50300 SPECIAL - MAILBOX SUPPORT SYSTEM, MULTIPLE | 2 EACH | $295 | $295 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 11 EACH | $175 | $175 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,380 | $2,750 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $300 | $150 |
| 659E00300 TOPSOIL | 116 CY | $60.00 | $66.00 |
| 659E10000 SEEDING AND MULCHING | 1,031 SY | $1.50 | $3.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 52 SY | $4.00 | $3.50 |
| 659E15000 INTER-SEEDING | 52 SY | $1.00 | $3.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $1,500 | $1,400 |
| 659E31000 LIME | 0.31 ACRE | $51.61 | $100 |
| 659E35000 WATER | 6 MGAL | $1.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,100 | $2,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $8,000 | $4,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $3,200 | $3,725 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 1 CY | $1,200 | $800 |
| 605E31100 AGGREGATE DRAINS | 62 FT | $18.00 | $29.00 |
| 611E04600 12" CONDUIT, TYPE C | 126 FT | $65.00 | $96.00 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $3,500 | $3,100 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $5,500 | $4,000 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 908 FT | $3.00 | $1.60 |
| 407E10000 TACK COAT | 239 GAL | $3.00 | $3.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 83 CY | $320 | $320 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 0.11 MILE | $57,000 | $25,000 |
| 621E00100 RPM | 7 EACH | $395 | $455 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $200 | $14.00 |
| 644E00104 EDGE LINE, 6" | 0.32 MILE | $16,150 | $16,110 |
| 644E00300 CENTER LINE, DASHED | 0.14 MILE | $2,700 | $2,685 |
| 644E00300 CENTER LINE, DASHED/SOLID | 0.17 MILE | $13,425 | $13,425 |
| 644E00300 CENTER LINE, DOUBLE SOLID | 0.09 MILE | $21,500 | $21,480 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 1,121 FT | $3.75 | $3.75 |
| 410E10000 TRAFFIC COMPACTED SURFACE, TYPE A | 7 CY | $150 | $220 |
| 614E11630 INCREASED BARRIER DELINEATION | 36 FT | $10.00 | $9.70 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $2,220 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 35 EACH | $15.00 | $15.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 47 EACH | $20.00 | $20.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I, DOUBLE SOLID | 0.18 MILE | $8,750 | $8,725 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6", WHITE | 0.67 MILE | $6,600 | $6,545 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 48 FT | $3.00 | $3.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $15,000 | $21,100 |
| 616E10000 WATER | 3 MGAL | $1.00 | $100 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $45.00 | $27.00 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 1,125 FT | $3.50 | $30.00 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 1,040 FT | $3.50 | $33.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 80 SY | $40.00 | $25.00 |
| 512E33000 TYPE 2 WATERPROOFING | 3 SY | $180 | $137 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 76 SF | $10.00 | $5.65 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 71 SF | $14.00 | $7.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 336 SF | $9.00 | $14.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 33 CY | $110 | $149 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 116 FT | $20.00 | $16.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 120 FT | $18.00 | $5.50 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 33 FT | $20.00 | $30.00 |
| 526E90010 TYPE A INSTALLATION | 80 FT | $200 | $185 |
| 601E34200 ROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER | 141 CY | $100 | $120 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 34 CF | $550 | $700 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $26,400 | $18,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $16,270 | $9,800 |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $1,000 | $3,900 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $26,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33312 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 144 CY | $1,500 | $216k | 13% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 601 CY | $220 | $132k | 8% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $92,000 | $92k | 5% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 223 SY | $385 | $86k | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 47,662 LB | $1.75 | $83k | 5% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 725 SY | $110 | $80k | 5% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 11 EACH | $6,000 | $66k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $50k | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 1,120 FT | $44 | $49k | 3% |
| 304E20000 AGGREGATE BASE | 466 CY | $105 | $49k | 3% |