Ric-SR 97-15.78
Richland County · est $0.5M
Bid dateThursday, October 11—
Richland County · est $0.5M
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 | R1Kelstin INC | R2Bcc Ohio INC | R3Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 22 EACH | $5,500 | $7,000 | $6,075 | 21% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 68 CY | $1,000 | $619 | $900 | 12% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $65,000 | $74,025 | $58,000 | 12% |
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 11 EACH | $5,500 | $7,436 | $6,075 | 11% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 238 CY | $160 | $132 | $92.00 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $19,363 | $20,000 | 5% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 166 FT | $150 | $155 | $114 | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 16,443 LB | $1.50 | $1.48 | $1.75 | 4% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 104 FT | $150 | $178 | $160 | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (37 CY | $400 | $368 | $270 | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (42 CY | $350 | $368 | $255 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,000 | $8,418 | $21,400 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 27 CY | $470 | $473 | $444 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $2,910 | $31,889 | 2% |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 132 EACH | $75.00 | $66.18 | $110 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $9,506 | $4,260 | $12,000 | 2% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,200 | $2,252 | $2,153 | 2% |
| 659E10000 SEEDING AND MULCHING | 774 SY | $10.00 | $3.10 | $3.50 | 1% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 170 SY | $45.00 | $25.46 | $28.00 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,033 | $2,880 | $6,476 | 1% |
| Item | Quantity | R1Kelstin INC | R2Bcc Ohio INC | R3Eclipse CO LLC |
|---|---|---|---|---|
| 202E23010 PAVEMENT REMOVED, ASPHALT | 143 SY | $9.00 | $6.06 | $13.50 |
| 202E30000 WALK REMOVED | 45 SF | $5.00 | $6.47 | $4.00 |
| 202E38000 GUARDRAIL REMOVED | 264 FT | $2.00 | $1.68 | $2.50 |
| 202E53100 MAILBOX REMOVED | 1 EACH | $100 | $21.00 | $74.00 |
| 203E10000 EXCAVATION | 2 CY | $100 | $180 | $50.00 |
| 203E20000 EMBANKMENT | 73 CY | $40.00 | $37.73 |
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 →
| $24.00 |
| 204E10000 SUBGRADE COMPACTION | 68 SY | $5.00 | $15.18 | $6.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 125 FT | $20.00 | $20.16 | $21.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,350 | $1,208 | $1,208 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $900 | $908 | $945 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $500 | $173 | $116 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $153 | $132 |
| 659E00300 TOPSOIL | 86 CY | $50.00 | $36.00 | $41.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 39 SY | $10.00 | $1.05 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.11 TON | $1,000 | $494 | $597 |
| 659E31000 LIME | 0.16 ACRE | $500 | $105 | $127 |
| 659E35000 WATER | 5 MGAL | $5.00 | $1.05 | $1.50 |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E00900 6" CONDUIT, TYPE B | 50 FT | $10.00 | $19.50 | $32.50 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $10.00 | $19.50 | $26.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $10.00 | $19.50 | $26.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.25" - 3.0") | 144 SY | $5.00 | $9.08 | $36.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(1.25") | 567 SY | $8.00 | $5.63 | $21.50 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 10 CY | $400 | $315 | $450 |
| 304E20000 AGGREGATE BASE | 24 CY | $62.50 | $152 | $75.50 |
| 407E10000 TACK COAT | 102 GAL | $3.00 | $2.10 | $10.50 |
| 408E10000 PRIME COAT | 59 GAL | $6.00 | $15.75 | $16.00 |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $480 | $473 | $488 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $250 | $615 | $694 |
| 625E75400 LIGHT POLE REMOVED | 1 EACH | $400 | $270 | $3,465 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 8 EACH | $10.00 | $7.56 | $8.00 |
| 646E10010 EDGE LINE, 6" | 0.12 MILE | $38,000 | $56,700 | $51,229 |
| 646E10200 CENTER LINE | 0.06 MILE | $23,000 | $56,700 | $51,960 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $200 | $120 | $57.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.06 MILE | $24,000 | $7,425 | $30,939 |
| 616E10000 WATER | 3 MGAL | $5.00 | $6.50 | $41.50 |
| 202E23500 WEARING COURSE REMOVED | 372 SY | $5.00 | $19.00 | $27.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $8,796 | $15,000 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 50 LB | $4.00 | $1.48 | $33.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 44 EACH | $25.00 | $20.55 | $27.00 |
| 511E43210 CLASS QC1 CONCRETE, PIER | 2 CY | $1,500 | $2,318 | $2,550 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 4 CY | $1,500 | $1,826 | $1,600 |
| 512E44400 TYPE B WATERPROOFING | 12 SY | $150 | $113 | $30.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 117 SF | $3.00 | $9.15 | $5.50 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 110 SF | $3.00 | $11.10 | $7.00 |
| 516E41100 1/8" PREFORMED BEARING PAD | 66 EACH | $10.00 | $25.20 | $64.50 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 191.95 FT | $10.00 | $9.59 | $22.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 30 CF | $100 | $386 | $320 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,000 | $2,376 | $9,500 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $1,000 | $6,462 | $950 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $2,370 | $11,659 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 22 EACH | $5,500 | $121k | 19% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 68 CY | $1,000 | $68k | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $65,000 | $65k | 10% |
| 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 11 EACH | $5,500 | $61k | 9% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 238 CY | $160 | $38k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $30,000 | $30k | 5% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 166 FT | $150 | $25k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 16,443 LB | $1.5 | $25k | 4% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 104 FT | $150 | $16k | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (37 CY | $400 | $15k | 2% |