Luc-US 24-13.12
Lucas County · est $1.9M
Bid dateThursday, November 5—
Lucas County · est $1.9M
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 · 91 more items below.
| Item | Quantity | R1Vernon Nagel INC | R2Miller Bros Const INC | R3Mosser Construction INC | R4E S Wagner Company | R5Beaver Excavating Company | % of bid |
|---|---|---|---|---|---|---|---|
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 425 CY | $655 | $625 | $690 | $700 | $675 | 20% |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 149,552 LB | $1.23 | $1.10 | $1.10 | $1.05 | $1.05 | 13% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $150,000 | $191,000 | $198,000 | $300,000 | $300,000 | 11% |
| 511E45712 |
| Item | Quantity | R1Vernon Nagel INC | R2Miller Bros Const INC | R3Mosser Construction INC | R4E S Wagner Company | R5Beaver Excavating Company |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,500 | $1,500 | $6,000 | $2,500 | $20,000 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 2,172 SY | $5.50 | $5.50 | $10.00 | $5.85 | $8.00 |
| 202E38000 GUARDRAIL REMOVED | 798 FT | $2.00 | $1.80 | $1.40 | $2.00 | $1.80 |
| 203E10000 EXCAVATION | 136 CY | $17.00 |
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 →
| 178 CY |
| $575 |
| $600 |
| $580 |
| $800 |
| $680 |
| 7% |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 386 SY | $250 | $260 | $225 | $230 | $220 | 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 634 CY | $137 | $148 | $137 | $148 | $148 | 6% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $80,000 | $90,000 | $74,000 | $110,000 | $125,000 | 6% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 78 CY | $800 | $900 | $975 | $625 | $810 | 4% |
| 442E10500 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 263 CY | $192 | $190 | $192 | $190 | $190 | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 670 CY | $70.00 | $45.00 | $45.00 | $45.00 | $88.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $35,000 | $40,000 | $40,000 | $40,000 | $100,000 | 3% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 400 FT | $82.80 | $81.80 | $87.00 | $90.00 | $83.00 | 2% |
| 304E20000 AGGREGATE BASE | 588 CY | $55.00 | $60.00 | $80.00 | $50.75 | $37.00 | 2% |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $2,200 | $1,685 | $2,100 | $1,970 | $2,000 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,150 FT | $25.00 | $10.00 | $16.00 | $17.00 | $37.00 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 47 CF | $415 | $373 | $372 | $375 | $373 | 1% |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 1,020 EACH | $18.00 | $20.00 | $28.00 | $23.25 | $24.00 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,000 | $10,000 | $47,000 | $17,950 | $29,000 | 1% |
| 832E30000 EROSION CONTROL | 17,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 226 CY | $75.00 | $84.00 | $75.00 | $60.00 | $65.00 | 1% |
| $15.00 |
| $18.00 |
| $20.00 |
| $30.00 |
| 203E20000 EMBANKMENT | 877 CY | $13.00 | $15.00 | $10.00 | $50.00 | $22.00 |
| 204E10000 SUBGRADE COMPACTION | 2,786 SY | $1.00 | $1.00 | $4.50 | $2.75 | $2.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $250 | $85.00 | $100 | $300 | $275 |
| 606E15050 GUARDRAIL, TYPE MGS | 562.5 FT | $17.00 | $16.80 | $16.10 | $16.80 | $17.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,360 | $2,320 | $2,560 | $2,320 | $2,320 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,000 | $985 | $925 | $985 | $985 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,115 | $2,080 | $2,355 | $2,080 | $2,080 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $430 | $420 | $750 | $420 | $420 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 1 EACH | $3,200 | $5,000 | $3,600 | $5,225 | $3,600 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $95.00 | $185 | $115 | $290 | $79.00 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 170 SY | $70.00 | $55.00 | $68.00 | $82.00 | $72.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $50.00 | $50.00 | $50.00 | $50.00 |
| 659E00300 TOPSOIL | 845 CY | $20.00 | $35.00 | $23.00 | $25.00 | $20.00 |
| 659E10000 SEEDING AND MULCHING | 7,610 SY | $0.65 | $0.65 | $0.65 | $0.65 | $0.65 |
| 659E14000 REPAIR SEEDING AND MULCHING | 381 SY | $0.65 | $0.65 | $0.65 | $3.55 | $0.65 |
| 659E15000 INTER-SEEDING | 381 SY | $0.30 | $0.30 | $0.30 | $0.30 | $0.30 |
| 659E20000 COMMERCIAL FERTILIZER | 1.07 TON | $600 | $600 | $600 | $600 | $600 |
| 659E31000 LIME | 1.58 ACRE | $30.00 | $30.00 | $30.00 | $30.00 | $30.00 |
| 659E35000 WATER | 44 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 42 FT | $9.75 | $18.00 | $18.00 | $48.00 | $30.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 200 FT | $14.00 | $8.00 | $12.00 | $36.00 | $16.00 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 697 FT | $15.00 | $11.25 | $11.00 | $22.00 | $13.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 133 FT | $15.00 | $25.00 | $13.00 | $36.00 | $15.00 |
| 611E01500 6" CONDUIT, TYPE F | 124 FT | $25.00 | $15.00 | $13.00 | $31.00 | $15.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 11 EACH | $300 | $200 | $300 | $450 | $360 |
| 407E20000 NON-TRACKING TACK COAT | 967 GAL | $1.90 | $1.00 | $1.90 | $1.00 | $1.00 |
| 609E24510 CURB, TYPE 4-C | 36 FT | $25.00 | $57.00 | $35.00 | $42.00 | $25.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 1 EACH | $8.00 | $8.00 | $8.00 | $8.00 | $8.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 (BIDIRECTIONAL) | 12 EACH | $7.50 | $7.55 | $7.55 | $7.55 | $7.55 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 14 FT | $20.00 | $20.00 | $20.00 | $20.00 | $20.00 |
| 630E80100 SIGN, FLAT SHEET | 9 SF | $35.00 | $35.00 | $40.00 | $35.00 | $35.00 |
| 646E10000 EDGE LINE, 4" | 0.29 MILE | $9,825 | $9,825 | $9,825 | $9,825 | $9,825 |
| 646E10010 EDGE LINE, 6" | 0.02 MILE | $10,245 | $10,245 | $10,245 | $10,245 | $10,245 |
| 646E10100 LANE LINE, 4" | 0.03 MILE | $9,195 | $9,195 | $9,195 | $9,195 | $9,195 |
| 646E10200 CENTER LINE | 2.75 MILE | $1,684 | $1,684 | $1,684 | $1,684 | $1,684 |
| 646E10300 CHANNELIZING LINE, 8" | 571 FT | $3.65 | $3.65 | $3.65 | $3.65 | $3.65 |
| 646E10400 STOP LINE, 24" | 65 FT | $11.65 | $11.65 | $11.65 | $11.65 | $11.65 |
| 646E10600 TRANSVERSE/DIAGONAL LINE, 24" | 50 FT | $10.65 | $10.65 | $10.65 | $10.65 | $10.65 |
| 646E10620 CHEVRON MARKING, 24" | 43 FT | $10.65 | $10.65 | $10.65 | $10.65 | $10.65 |
| 646E20300 LANE ARROW, 72" | 13 EACH | $250 | $250 | $250 | $250 | $250 |
| 646E20500 DOTTED LINE | 160 FT | $3.15 | $3.15 | $3.15 | $3.15 | $3.15 |
| 646E20506 DOTTED LINE, 8" | 205 FT | $3.40 | $3.40 | $3.40 | $3.40 | $3.40 |
| 646E50200 REMOVAL OF PAVEMENT MARKING | 56 SF | $15.00 | $15.00 | $15.00 | $15.00 | $15.00 |
| 625E25504 CONDUIT, 3", 725.051 | 165 FT | $7.00 | $7.00 | $20.00 | $7.00 | $7.00 |
| 625E25750 CONDUIT, 4", MULTICELL, 725.20 , EPC-40 | 165 FT | $22.75 | $22.75 | $23.00 | $22.75 | $22.75 |
| 625E29000 TRENCH | 170 FT | $4.00 | $4.00 | $15.00 | $4.00 | $4.00 |
| 625E30700 PULL BOX, 725.08, 18" | 1 EACH | $978 | $978 | $1,450 | $978 | $978 |
| 625E30710 PULL BOX, 725.08, 32" | 1 EACH | $1,674 | $1,674 | $2,700 | $1,674 | $1,674 |
| 625E31506 PULL BOX REMOVED AND REPLACED | 2 EACH | $564 | $564 | $275 | $564 | $564 |
| 625E31510 PULL BOX REMOVED | 2 EACH | $190 | $190 | $200 | $190 | $190 |
| 625E32000 GROUND ROD | 1 EACH | $276 | $276 | $330 | $276 | $276 |
| 632E69310 POWER CABLE, 1 CONDUCTOR, NO. 2 AWG | 660 FT | $4.75 | $4.75 | $4.00 | $4.75 | $4.75 |
| 633E67200 CONTROLLER WORK PAD | 1 EACH | $2,006 | $2,006 | $1,800 | $2,006 | $2,006 |
| 809E65990 ITS DEVICE, MISC.: RELOCATION OF CCTV CONCRETE POL | 1 EACH | $3,551 | $3,551 | $13,750 | $3,551 | $3,551 |
| 809E65990 ITS DEVICE, MISC.: REMOVAL OF CCTV INSTALLATION | 1 EACH | $1,634 | $1,634 | $4,450 | $1,634 | $1,634 |
| 809E70000 MAINTAINING ITS DURING CONSTRUCTION | 1 LS | $299 | $299 | $1,285 | $299 | $299 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $90.00 | $65.00 | $60.00 | $64.00 | $70.00 |
| 614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | 4 EACH | $2,180 | $1,900 | $1,900 | $2,325 | $1,900 |
| 614E12420 DETOUR SIGNING | 1 LS | $3,500 | $4,200 | $3,800 | $5,000 | $20,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (1WAY) | 29 EACH | $8.00 | $9.00 | $8.00 | $10.10 | $10.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 29 EACH | $16.00 | $13.00 | $14.00 | $15.02 | $23.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 12 SNMT | $900 | $1,050 | $1,200 | $1,095 | $1,300 |
| 616E10000 WATER | 10 MGAL | $1.00 | $50.00 | $10.00 | $152 | $42.00 |
| 202E22900 APPROACH SLAB REMOVED | 363 SY | $30.00 | $33.00 | $38.00 | $35.00 | $35.00 |
| 202E23500 WEARING COURSE REMOVED (3" +/- THICK) | 1,615 SY | $3.00 | $2.25 | $5.50 | $2.25 | $3.82 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $500 | $1.00 | $100 | $23,500 | $50.00 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 702 FT | $2.39 | $3.50 | $2.00 | $1.85 | $10.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,800 | $2,400 | $2,500 | $4,000 | $2,700 |
| 511E43212 CLASS QC1 CONCRETE WITH QC/QA, PIER | 21 CY | $600 | $1,100 | $575 | $825 | $1,025 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 535 SY | $9.00 | $9.00 | $11.00 | $10.00 | $9.50 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 565 SY | $25.00 | $24.00 | $19.00 | $24.00 | $23.50 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 19 FT | $175 | $90.00 | $130 | $105 | $150 |
| 512E33000 TYPE 2 WATERPROOFING | 77 SY | $16.00 | $24.00 | $14.00 | $35.00 | $35.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 232 SY | $21.00 | $20.00 | $28.00 | $45.00 | $25.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,570 EACH | $2.95 | $2.95 | $2.95 | $4.15 | $2.95 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 20 SF | $10.00 | $5.50 | $7.00 | $7.00 | $8.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 284 SF | $10.00 | $7.25 | $12.00 | $7.00 | $10.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 142 FT | $35.00 | $27.50 | $45.00 | $33.00 | $32.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 7 EACH | $1,975 | $1,500 | $1,350 | $1,805 | $1,600 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 28 FT | $9.50 | $27.00 | $17.00 | $20.00 | $27.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 31 SF | $140 | $125 | $90.00 | $125 | $185 |
| 526E90010 TYPE A INSTALLATION | 112 FT | $100 | $140 | $125 | $130 | $150 |
| 530E13000 SPECIAL - FORM LINER | 1,867 SF | $7.00 | $11.00 | $14.00 | $7.00 | $8.00 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 287 SY | $15.00 | $25.00 | $35.00 | $28.00 | $28.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $16,000 | $14,200 | $15,000 | $30,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $1,500 | $250 | $3,500 | $2,500 | $5,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,680 | $9,000 | $3,800 | $5,000 | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 425 CY | $655 | $278k | 16% |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 149,552 LB | $1.23 | $184k | 11% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $150,000 | $150k | 9% |
| 511E45712 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT | 178 CY | $575 | $102k | 6% |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 386 SY | $250 | $97k | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 634 CY | $137 | $87k | 5% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $80,000 | $80k | 5% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 78 CY | $800 | $62k | 4% |
| 442E10500 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 263 CY | $192 | $50k | 3% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 670 CY | $70 | $47k | 3% |