Gea-US 322/SR 44-08.63/14.93
Geauga County · est $1.4M
Bid dateThursday, February 13—
Geauga County · est $1.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 64 more items below.
| Item | Quantity | R1Matt Winters Excavation LLC | R2Marucci & Gaffney Excavating CO | R3Eclipse CO LLC | R4Union Industrial Contractors INC | R5S E T INC | % of bid |
|---|---|---|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $139,700 | $170,000 | $146,000 | $175,000 | $150,000 | 12% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 413 CY | $295 | $225 | $245 | $225 | $236 | 11% |
| 611E96311 14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 51 FT | $2,350 | $2,392 | $2,588 | $4,500 | $4,000 | 10% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 411 CY | $250 | $169 | $149 | $155 | $200 | 9% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 736 SY | $125 | $100 | $146 | $130 | $174 | 8% |
| 503E11101 |
| Item | Quantity | R1Matt Winters Excavation LLC | R2Marucci & Gaffney Excavating CO | R3Eclipse CO LLC | R4Union Industrial Contractors INC | R5S E T INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $20,000 | $6,000 | $25,000 | $20,000 |
| 202E38000 GUARDRAIL REMOVED | 1,632 FT | $5.00 | $2.00 | $2.00 | $3.00 | $3.00 |
| 203E10000 EXCAVATION | 668 CY | $20.00 | $35.00 | $56.00 | $45.00 | $48.00 |
| 203E20000 EMBANKMENT | 38 CY | $40.00 |
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 →
| 1 LS |
| $75,000 |
| $225,000 |
| $149,000 |
| $150,000 |
| $400,000 |
| 6% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,039 FT | $35.00 | $28.00 | $27.00 | $24.00 | $41.00 | 6% |
| 611E94937 9' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 62 FT | $1,100 | $1,390 | $1,490 | $1,650 | $3,000 | 6% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 158 CY | $300 | $330 | $485 | $330 | $347 | 4% |
| 304E20000 AGGREGATE BASE | 329 CY | $125 | $135 | $112 | $125 | $121 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $44,500 | $40,000 | $100,000 | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $38,000 | $65,000 | $138,000 | $100,000 | $300,000 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,881.25 FT | $19.00 | $18.00 | $18.40 | $18.00 | $19.00 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 47 CY | $575 | $750 | $1,157 | $900 | $1,200 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,300 | $2,190 | $2,190 | $2,436 | 2% |
| 202E23000 PAVEMENT REMOVED | 1,445 SY | $18.00 | $25.00 | $16.00 | $20.00 | $17.00 | 2% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 9 EACH | $2,500 | $2,350 | $2,450 | $2,350 | $2,599 | 2% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 17 CY | $1,300 | $1,800 | $2,266 | $2,400 | $3,200 | 2% |
| 832E30000 EROSION CONTROL | 20,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $11,000 | $23,000 | $25,000 | $30,410 | 2% |
| $50.00 |
| $62.00 |
| $120 |
| $124 |
| 204E10000 SUBGRADE COMPACTION | 2,293 SY | $5.00 | $5.00 | $1.00 | $3.00 | $4.00 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 225 FT | $26.00 | $19.60 | $20.20 | $20.00 | $26.00 |
| 606E20050 ROUNDED END SECTION | 1 EACH | $80.00 | $65.00 | $60.00 | $65.00 | $79.00 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $1,000 | $1,420 | $1,450 | $1,420 | $1,024 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 1 EACH | $1,100 | $2,500 | $3,715 | $1,400 | $2,349 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 1 EACH | $650 | $2,000 | $704 | $725 | $1,072 |
| 623E39600 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE | 1 EACH | $700 | $2,000 | $1,408 | $850 | $1,072 |
| 690E98400 SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAININ | 1 LS | $375 | $50.00 | $526 | $1,000 | $5,250 |
| 659E00100 SOIL ANALYSIS TEST | 4 EACH | $175 | $10.00 | $158 | $100 | $158 |
| 659E00300 TOPSOIL | 184 CY | $60.00 | $60.00 | $62.00 | $75.00 | $96.00 |
| 659E10000 SEEDING AND MULCHING | 1,653 SY | $4.00 | $3.50 | $2.00 | $4.00 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 83 SY | $1.50 | $0.27 | $1.00 | $4.00 | $10.00 |
| 659E15000 INTER-SEEDING | 83 SY | $0.25 | $0.27 | $1.00 | $4.00 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.23 TON | $550 | $400 | $1,577 | $1,500 | $7,792 |
| 659E31000 LIME | 0.35 ACRE | $55.00 | $20.00 | $946 | $1,000 | $8,535 |
| 659E35000 WATER | 9 MGAL | $1.00 | $0.10 | $1.00 | $40.00 | $275 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 70 CY | $195 | $90.00 | $168 | $200 | $329 |
| 605E31100 AGGREGATE DRAINS | 145 FT | $30.00 | $25.00 | $20.00 | $20.00 | $32.00 |
| 611E00900 6" CONDUIT, TYPE B | 100 FT | $8.00 | $4.00 | $42.00 | $25.00 | $54.00 |
| 611E01400 6" CONDUIT, TYPE E | 100 FT | $10.00 | $4.00 | $31.00 | $25.00 | $41.00 |
| 611E01500 6" CONDUIT, TYPE F | 100 FT | $11.00 | $4.00 | $31.00 | $25.00 | $41.00 |
| 407E10000 TACK COAT | 311 GAL | $3.50 | $3.00 | $5.00 | $3.00 | $3.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 39 EACH | $12.00 | $11.70 | $14.00 | $12.00 | $12.00 |
| 644E00104 EDGE LINE, 6" | 0.36 MILE | $14,500 | $20,000 | $14,275 | $14,275 | $9,518 |
| 644E00300 CENTER LINE | 0.23 MILE | $18,200 | $20,000 | $18,140 | $18,140 | $12,689 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 42 EACH | $15.00 | $14.00 | $15.00 | $14.00 | $21.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 42 EACH | $20.00 | $18.00 | $19.00 | $18.00 | $26.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.8 MILE | $4,800 | $4,795 | $5,040 | $4,800 | $9,754 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.73 MILE | $3,900 | $3,890 | $4,088 | $3,900 | $7,318 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.18 MILE | $8,000 | $7,920 | $8,324 | $8,000 | $30,271 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 205 FT | $8.00 | $7.50 | $8.00 | $7.50 | $3.00 |
| 616E10000 WATER | 2 MGAL | $10.00 | $0.10 | $101 | $15.00 | $1,239 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $6,500 | $40,000 | $35,000 | $85,000 | $20,000 |
| 203E10001 EXCAVATION, AS PER PLAN | 100 CY | $28.00 | $20.00 | $82.00 | $115 | $40.00 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 100 CY | $90.00 | $50.00 | $115 | $150 | $130 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,413 LB | $1.75 | $1.90 | $2.00 | $3.50 | $4.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,300 | $2,000 | $2,073 | $3,000 | $4,300 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 55 SY | $80.00 | $40.00 | $83.00 | $45.00 | $40.00 |
| 512E33000 TYPE 2 WATERPROOFING | 82 SY | $35.00 | $45.00 | $45.00 | $45.00 | $90.00 |
| 512E33010 TYPE 3 WATERPROOFING | 90 SY | $65.00 | $90.00 | $62.00 | $60.00 | $140 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 32 SF | $16.00 | $10.00 | $6.00 | $15.00 | $20.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 21 CY | $250 | $120 | $164 | $155 | $300 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 47 CY | $230 | $90.00 | $151 | $200 | $400 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $7,500 | $40,000 | $18,000 | $45,000 | $20,000 |
| 503E21300 UNCLASSIFIED EXCAVATION (WINGWALL FOOTING) | 1 LS | $8,500 | $5,000 | $24,524 | $3,500 | $2,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,101 LB | $2.25 | $2.00 | $2.00 | $3.50 | $4.00 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $1,600 | $2,000 | $2,574 | $2,600 | $4,200 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 25 CY | $675 | $750 | $870 | $950 | $1,800 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,000 | $2,000 | $2,054 | $3,000 | $4,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 31 SY | $80.00 | $40.00 | $130 | $45.00 | $40.00 |
| 512E33000 TYPE 2 WATERPROOFING | 79 SY | $36.00 | $45.00 | $24.00 | $45.00 | $90.00 |
| 512E33010 TYPE 3 WATERPROOFING | 73 SY | $70.00 | $90.00 | $55.00 | $60.00 | $140 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 28 SF | $20.00 | $10.00 | $7.00 | $15.00 | $20.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 9 CY | $325 | $150 | $143 | $150 | $600 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 45 CY | $250 | $90.00 | $147 | $200 | $400 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $3,201 | $5,000 | $2,628 | $10,000 | $5,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $250 | $100 | $683 | $2,200 | $2,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $9,000 | $7,000 | $14,742 | $35,000 | $20,000 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $2,000 | $5,000 | $5,794 | $2,400 | $3,500 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $2,000 | $3,500 | $5,794 | $1,000 | $3,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $139,700 | $140k | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 413 CY | $295 | $122k | 9% |
| 611E96311 14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 51 FT | $2,350 | $120k | 8% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 411 CY | $250 | $103k | 7% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 736 SY | $125 | $92k | 6% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $75,000 | $75k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,039 FT | $35 | $71k | 5% |
| 611E94937 9' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN | 62 FT | $1,100 | $68k | 5% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 158 CY | $300 | $47k | 3% |
| 304E20000 AGGREGATE BASE | 329 CY | $125 | $41k | 3% |