Gea-SR 608-07.10
Geauga County · est $0.6M
Bid dateThursday, July 30—
Geauga County · est $0.6M
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 | R1Jet Excavating Company | R2Eclipse CO LLC | % of bid |
|---|---|---|---|---|
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $8,050 | $9,188 | 14% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 20 CY | $2,475 | $5,403 | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $48,000 | $60,000 | 9% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 162 SY | $250 | $334 | 8% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 1 EACH | $40,000 | $40,000 | 8% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 173 CY | $170 | $160 | 6% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 24 CF | $1,050 | $335 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $30,000 | 5% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (118 CY | $180 | $160 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 120 CY | $175 | $160 | 4% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 83 CY | $245 | $232 | 4% |
| 304E20000 AGGREGATE BASE | 191 CY | $105 | $75.00 | 4% |
| 526E90011 TYPE A INSTALLATION, AS PER PLAN | 84 FT | $180 | $192 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $12,500 | 3% |
| 203E20000 EMBANKMENT | 519 CY | $25.00 | $21.00 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 693.75 FT | $18.50 | $16.50 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 620 FT | $20.00 | $17.50 | 2% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 901 FT | $13.00 | $11.00 | 2% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 60 FT | $190 | $164 | 2% |
| 441E50701 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (41 CY | $250 | $250 | 2% |
| Item | Quantity | R1Jet Excavating Company | R2Eclipse CO LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 | $6,500 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 40 FT | $30.00 | $20.50 |
| 202E38000 GUARDRAIL REMOVED | 758 FT | $3.00 | $1.50 |
| 203E10000 EXCAVATION | 342 CY | $25.00 | $32.50 |
| 204E10000 SUBGRADE COMPACTION | 1,138 SY | $1.00 | $2.00 |
| 204E45000 PROOF ROLLING | 4 HOUR | $50.00 | $200 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 12 STA | $275 | $139 |
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 →
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 3 EACH | $2,400 | $2,700 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,000 | $930 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,150 | $2,300 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 2 EACH | $450 | $266 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 7 SY | $145 | $108 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $25.00 | $155 |
| 659E00300 TOPSOIL | 152 CY | $40.00 | $57.50 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,139 SY | $2.00 | $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 57 SY | $1.00 | $0.45 |
| 659E15000 INTER-SEEDING | 57 SY | $1.00 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.19 TON | $750 | $270 |
| 659E31000 LIME | 0.04 ACRE | $500 | $75.00 |
| 659E35000 WATER | 9 MGAL | $1.00 | $1.00 |
| 660E25000 SODDING STAKED | 229 SY | $18.00 | $15.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 611E01500 6" CONDUIT, TYPE F | 33 FT | $20.00 | $21.00 |
| 611E04900 12" CONDUIT, TYPE D | 51 FT | $85.00 | $51.50 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $325 | $224 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=VARIES) | 292 SY | $21.00 | $20.00 |
| 407E10000 TACK COAT | 207 GAL | $3.00 | $4.00 |
| 407E20000 NON-TRACKING TACK COAT | 138 GAL | $3.00 | $4.00 |
| 408E10000 PRIME COAT | 16 GAL | $10.00 | $10.50 |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $395 | $450 |
| 621E00100 RPM | 10 EACH | $340 | $200 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 10 EACH | $10.00 | $8.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 16 EACH | $10.00 | $9.00 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 950 FT | $2.00 | $2.50 |
| 646E10000 EDGE LINE, 4" | 0.29 MILE | $13,000 | $11,660 |
| 646E10200 CENTER LINE | 0.15 MILE | $22,000 | $12,525 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $45.00 | $100 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $60.00 | $67.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $1,957 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 5 CY | $150 | $250 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 14 EACH | $15.00 | $12.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 12 EACH | $15.00 | $15.50 |
| 614E21300 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE II | 0.19 MILE | $9,000 | $9,246 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 0.13 MILE | $5,500 | $10,831 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.21 MILE | $5,500 | $6,994 |
| 614E22300 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE II | 0.36 MILE | $8,750 | $6,254 |
| 614E24600 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 74 FT | $8.00 | $1.00 |
| 614E26600 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE II | 22 FT | $15.00 | $4.00 |
| 616E10000 WATER | 2 MGAL | $1.00 | $35.00 |
| 202E22900 APPROACH SLAB REMOVED | 160 SY | $30.00 | $40.50 |
| 202E23500 WEARING COURSE REMOVED | 259 SY | $12.00 | $48.00 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 4,691 LB | $1.75 | $1.50 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 500 LB | $2.00 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 152 EACH | $15.00 | $2.50 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 7 CY | $1,100 | $2,470 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 54 SY | $25.00 | $35.50 |
| 512E33000 TYPE 2 WATERPROOFING | 15 SY | $30.00 | $38.00 |
| 512E44400 TYPE B WATERPROOFING | 14 SY | $30.00 | $86.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 18 EACH | $20.00 | $80.50 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 36 EACH | $90.00 | $130 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 44 FT | $20.00 | $71.50 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $32,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,200 | $650 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,500 | $17,149 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 9 EACH | $8,050 | $72k | 11% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 20 CY | $2,475 | $50k | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $48,000 | $48k | 7% |
| 526E15001 REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER | 162 SY | $250 | $41k | 6% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 1 EACH | $40,000 | $40k | 6% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 173 CY | $170 | $29k | 4% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 24 CF | $1,050 | $25k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 4% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (118 CY | $180 | $21k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 120 CY | $175 | $21k | 3% |