Ham-US 42-09.62
Hamilton County · est $0.3M
Bid dateThursday, May 27—
Hamilton County · est $0.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 23 more items below.
| Item | Quantity | R1Ford Development CORP | R2Tri-state Concrete Construction INC | R3Adleta INC | R4Prus Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 608E10000 4" CONCRETE WALK | 8,858 SF | $10.00 | $5.25 | $10.94 | $7.00 | 32% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 713 SY | $110 | $72.00 | $85.36 | $81.00 | 28% |
| 608E52000 CURB RAMP | 1,162 SF | $15.00 | $15.00 | $15.84 | $21.50 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $14,500 | $11,500 | $8,839 | $20,000 |
| Item | Quantity | R1Ford Development CORP | R2Tri-state Concrete Construction INC | R3Adleta INC | R4Prus Construction Company |
|---|---|---|---|---|---|
| 202E32000 CURB REMOVED | 548 FT | $3.00 | $10.00 | $10.96 | $13.00 |
| 202E75250 GATE REMOVED | 2 EACH | $100 | $650 | $1,190 | $250 |
| 202E98100 REMOVAL MISC.:BENCH | 1 EACH | $50.00 | $300 | $519 | $300 |
| 202E98100 REMOVAL MISC.:BOULDER | 5 EACH | $25.00 | $125 | $298 | $100 |
| 202E98100 REMOVAL MISC.:POST | 11 EACH |
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 →
| 5% |
| 608E52001 CURB RAMP, AS PER PLAN | 1,075 SF | $12.00 | $7.75 | $15.84 | $12.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10,000 | $6,198 | $10,000 | 4% |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $8,000 | $3,000 | $2,750 | $10,000 | 3% |
| 304E20000 AGGREGATE BASE | 196 CY | $35.00 | $95.00 | $55.51 | $85.00 | 2% |
| 609E26000 CURB, TYPE 6 | 165 FT | $40.00 | $24.00 | $32.15 | $45.00 | 2% |
| 832E30000 EROSION CONTROL | 6,530 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $5,800 | $3,850 | $2,500 | 2% |
| 659E00300 TOPSOIL | 175 CY | $20.00 | $47.00 | $20.78 | $78.00 | 1% |
| 642E00610 CROSSWALK LINE, TYPE 1A | 864 FT | $4.00 | $5.45 | $6.00 | $4.50 | 1% |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 829 FT | $3.00 | $5.05 | $5.56 | $6.00 | 1% |
| 202E30000 WALK REMOVED | 2,366 SF | $1.00 | $4.00 | $2.57 | $2.00 | 1% |
| 203E10000 EXCAVATION | 234 CY | $10.00 | $84.00 | $59.50 | $42.00 | 1% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $500 | $1,000 | $654 | $900 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,000 | $3,700 | $3,625 | $3,000 | 1% |
| 253E01000 PAVEMENT REPAIR | 35 SY | $50.00 | $215 | $69.31 | $145 | 1% |
| 202E23000 PAVEMENT REMOVED | 870 SY | $2.00 | $23.00 | $22.72 | $22.00 | 1% |
| $5.00 |
| $150 |
| $289 |
| $260 |
| 203E20000 EMBANKMENT | 26 CY | $10.00 | $40.00 | $57.92 | $70.00 |
| 204E10000 SUBGRADE COMPACTION | 882 SY | $1.00 | $2.80 | $3.88 | $1.50 |
| 625E31600 PULL BOX, MISC.:PULL BOX ADJUSTED TO GRADE | 3 EACH | $100 | $525 | $616 | $825 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 2 EACH | $125 | $850 | $1,100 | $1,500 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $10.00 | $285 | $550 | $265 |
| 659E10000 SEEDING AND MULCHING | 1,598 SY | $1.00 | $3.00 | $1.06 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 79 SY | $1.00 | $2.50 | $3.01 | $1.00 |
| 659E15000 INTER-SEEDING | 79 SY | $1.00 | $2.50 | $5.62 | $0.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.2 TON | $100 | $200 | $880 | $690 |
| 659E31000 LIME | 0.3 ACRE | $250 | $200 | $770 | $100 |
| 659E35000 WATER | 9 MGAL | $10.00 | $50.00 | $27.50 | $10.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 2 EACH | $500 | $1,000 | $733 | $1,100 |
| 407E20000 NON-TRACKING TACK COAT | 9 GAL | $10.00 | $15.00 | $11.00 | $20.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 6 CY | $140 | $600 | $354 | $500 |
| 441E50600 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (9 CY | $140 | $600 | $286 | $500 |
| 609E24510 CURB, TYPE 4-C | 18 FT | $39.00 | $34.75 | $47.63 | $45.00 |
| 642E00510 STOP LINE, TYPE 1A | 67 FT | $5.00 | $11.25 | $12.38 | $9.00 |
| 614E40051 BUSINESS ENTRANCE SIGN, AS PER PLAN | 6 EACH | $100 | $250 | $275 | $150 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 608E10000 4" CONCRETE WALK | 8,858 SF | $10 | $89k | 31% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 713 SY | $110 | $78k | 27% |
| 608E52000 CURB RAMP | 1,162 SF | $15 | $17k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $14,500 | $15k | 5% |
| 608E52001 CURB RAMP, AS PER PLAN | 1,075 SF | $12 | $13k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 3% |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $8,000 | $8k | 3% |
| 304E20000 AGGREGATE BASE | 196 CY | $35 | $7k | 2% |
| 609E26000 CURB, TYPE 6 | 165 FT | $40 | $7k | 2% |
| 832E30000 EROSION CONTROL | 6,530 EACH | $1 | $7k | 2% |