Aug-US 33-16.72
Auglaize County · est $1.2M
Bid dateThursday, April 29—
Auglaize County · est $1.2M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 8.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 51 more items below.
| Item | Quantity | R1Shelly Company | R2Miller Contracting Group INC | R3Tom's Construction INC | % of bid |
|---|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 862 CY | $180 | $196 | $196 | 15% |
| 203E10000 EXCAVATION | 8,454 CY | $18.00 | $17.50 | $16.06 | 15% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 480 CY | $220 | $240 | $240 | 10% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (560 CY | $188 | $205 | $195 | 10% |
| 304E20000 AGGREGATE BASE | 2,015 CY | $50.00 | $36.00 | $80.37 | 10% |
| Item | Quantity | R1Shelly Company | R2Miller Contracting Group INC | R3Tom's Construction INC |
|---|---|---|---|---|
| 201E21800 TREE REMOVED, 18" | 3 EACH | $650 | $400 | $767 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 2,207 FT | $1.50 | $5.00 | $21.37 |
| 202E38000 GUARDRAIL REMOVED | 462.5 FT | $2.00 | $2.25 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $135 | $275 | $135 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $115 | $275 | $115 |
| 202E75000 |
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 →
| 203E35120 GRANULAR MATERIAL, TYPE C | 2,387.7 CY | $33.00 | $29.00 | $80.80 | 8% |
| 832E30000 EROSION CONTROL | 56,000 EACH | $1.00 | $1.00 | $1.00 | 5% |
| 204E13000 EXCAVATION OF SUBGRADE | 2,417.48 CY | $18.00 | $15.00 | $16.00 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $35,000 | $43,000 | $40,295 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $30,000 | $20,000 | $4,644 | 3% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 5,648 SY | $4.75 | $6.25 | $7.94 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,600 FT | $10.00 | $22.00 | $21.50 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $79,376 | $22,420 | 2% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 3,791 SY | $4.50 | $4.90 | $6.09 | 2% |
| 659E10000 SEEDING AND MULCHING | 20,335 SY | $0.72 | $1.65 | $1.09 | 1% |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 1,288.42 FT | $10.00 | $7.50 | $19.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,500 | $9,600 | $17,450 | 1% |
| 659E00300 TOPSOIL | 2,257 CY | $5.00 | $30.00 | $49.68 | 1% |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 1.08 MILE | $10,000 | $10,900 | $11,900 | 1% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 1.4 MILE | $7,500 | $8,200 | $8,600 | 1% |
| 133.65 FT |
| $8.00 |
| $5.50 |
| $8.00 |
| 203E20000 EMBANKMENT | 841 CY | $3.75 | $15.00 | $11.83 |
| 204E10000 SUBGRADE COMPACTION | 7,761 SY | $0.85 | $1.00 | $0.97 |
| 204E45000 PROOF ROLLING | 3.88 HOUR | $300 | $175 | $642 |
| 204E50000 GEOTEXTILE FABRIC | 7,164 SY | $1.20 | $1.25 | $2.53 |
| 606E15050 GUARDRAIL, TYPE MGS | 262 FT | $24.50 | $19.00 | $26.99 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,060 | $2,675 | $2,060 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $2,520 | $2,825 | $2,520 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,045 | $1,075 | $1,045 |
| 623E38500 MONUMENT ASSEMBLY | 5 EACH | $1,200 | $900 | $531 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 3 EACH | $350 | $275 | $840 |
| 659E14000 REPAIR SEEDING AND MULCHING | 1,016 SY | $0.40 | $1.25 | $1.09 |
| 659E15000 INTER-SEEDING | 1,016 SY | $0.30 | $0.90 | $0.69 |
| 659E20000 COMMERCIAL FERTILIZER | 2.83 TON | $500 | $545 | $600 |
| 659E31000 LIME | 4.2 ACRE | $5.00 | $5.50 | $30.00 |
| 659E35000 WATER | 112.5 MGAL | $1.00 | $1.00 | $57.50 |
| 670E00700 DITCH EROSION PROTECTION | 1,487.5 SY | $2.10 | $2.30 | $3.10 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,495 | $1,500 | $1,495 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $4,080 | $5,000 | $2,280 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $7,700 | $8,000 | $7,603 |
| 602E20000 CONCRETE MASONRY | 1 CY | $2,000 | $1,175 | $444 |
| 605E31100 AGGREGATE DRAINS | 150 FT | $18.00 | $13.00 | $25.56 |
| 611E01500 6" CONDUIT, TYPE F | 48.5 FT | $23.50 | $30.00 | $51.36 |
| 611E02500 8" CONDUIT, TYPE E, 707.33 PERFORATED | 40 FT | $28.25 | $32.00 | $37.93 |
| 611E05900 15" CONDUIT, TYPE B | 122 FT | $65.00 | $40.00 | $161 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $175 | $500 | $2,452 |
| 407E20000 NON-TRACKING TACK COAT | 1,406 GAL | $2.25 | $2.50 | $1.00 |
| 621E00100 RPM | 27 EACH | $135 | $135 | $170 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 10 EACH | $20.00 | $10.00 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 293 FT | $13.00 | $13.00 | $12.00 |
| 630E08600 SIGN POST REFLECTOR | 11 EACH | $45.00 | $44.00 | $50.00 |
| 630E80100 SIGN, FLAT SHEET | 184 SF | $16.50 | $26.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 33 EACH | $10.00 | $16.50 | $20.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 37 EACH | $15.00 | $16.50 | $25.00 |
| 644E00104 EDGE LINE, 6" | 1.34 MILE | $4,000 | $4,400 | $2,800 |
| 644E00300 CENTER LINE | 0.53 MILE | $7,500 | $8,200 | $5,100 |
| 644E00400 CHANNELIZING LINE, 8" | 1,051 FT | $2.00 | $2.25 | $2.40 |
| 644E00500 STOP LINE | 127 FT | $6.00 | $6.50 | $4.00 |
| 644E01300 LANE ARROW | 6 EACH | $100 | $110 | $95.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $70.00 | $70.00 | $60.00 |
| 614E12400 WORK ZONE IMPACT ATTENUATOR, MISC.: 24" WIDE HAZAR | 4 EACH | $1,965 | $2,550 | $2,200 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,000 | $7,600 | $12,975 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 26 EACH | $8.00 | $9.00 | $11.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 26 EACH | $16.00 | $17.50 | $15.00 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $10.00 | $11.00 | $9.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $15,900 | $30,816 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 862 CY | $180 | $155k | 13% |
| 203E10000 EXCAVATION | 8,454 CY | $18 | $152k | 13% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 480 CY | $220 | $106k | 9% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (560 CY | $188 | $105k | 9% |
| 304E20000 AGGREGATE BASE | 2,015 CY | $50 | $101k | 9% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 2,387.7 CY | $33 | $79k | 7% |
| 832E30000 EROSION CONTROL | 56,000 EACH | $1 | $56k | 5% |
| 204E13000 EXCAVATION OF SUBGRADE | 2,417.48 CY | $18 | $44k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $35,000 | $35k | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $30,000 | $30k | 3% |