Hol-SR 241-02.65 (Part 1 and Part 2)
Holmes County · est $0.2M
Bid dateThursday, August 13—
Holmes County · est $0.2M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 45 more items below.
| Item | Quantity | R1Dennison Bridge INC | R2J & J Bridge Company INC | R3J D Williamson Construction CO INC | R4R C Construction Company And Son INC | R5Shelly & Sands INC | R6Rietschlin Construction INC | R7Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $30,000 | $36,500 | $30,500 | $25,000 | $54,000 | $69,000 | $51,000 | 14% |
| 203E10000 EXCAVATION | 693 CY | $30.00 | $65.00 | $18.00 | $25.00 | $27.00 | $26.00 | $22.71 | 10% |
| Item | Quantity | R1Dennison Bridge INC | R2J & J Bridge Company INC | R3J D Williamson Construction CO INC | R4R C Construction Company And Son INC | R5Shelly & Sands INC | R6Rietschlin Construction INC | R7Eclipse CO LLC |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100 | $4,000 | $2,500 | $2,500 | $6,000 | $7,500 | $10,460 |
| 202E75000 FENCE REMOVED | 320 FT | $4.00 | $10.00 | $4.00 | $10.00 | $6.00 | $8.00 | $3.79 |
| 659E00100 SOIL ANALYSIS TEST |
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 →
| 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL |
| 134 CY |
| $140 |
| $100 |
| $125 |
| $125 |
| $120 |
| $100 |
| $89.52 |
| 9% |
| 203E20000 EMBANKMENT | 293 CY | $60.00 | $27.00 | $15.00 | $25.00 | $13.00 | $29.00 | $17.23 | 8% |
| 511E46211 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 27 CY | $600 | $800 | $700 | $750 | $1,000 | $800 | $2,099 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $10,000 | $10,000 | $12,500 | $10,000 | $26,000 | $25,000 | 7% |
| 511E47010 CLASS QC1 CONCRETE, CULVERT | 13 CY | $900 | $1,200 | $1,000 | $1,500 | $3,000 | $1,600 | $4,271 | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 7,686 LB | $1.50 | $1.50 | $1.75 | $3.00 | $2.00 | $1.50 | $2.71 | 5% |
| 203E10000 EXCAVATION | 361 CY | $30.00 | $24.00 | $18.00 | $25.00 | $20.00 | $29.00 | $17.01 | 5% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 62 SY | $150 | $75.00 | $152 | $175 | $150 | $111 | $180 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 22 CY | $400 | $300 | $562 | $450 | $500 | $377 | $578 | 4% |
| 304E20000 AGGREGATE BASE | 64 CY | $130 | $100 | $75.00 | $85.00 | $80.00 | $162 | $81.55 | 4% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 8 CY | $1,000 | $800 | $911 | $475 | $725 | $425 | $937 | 4% |
| 304E20000 AGGREGATE BASE | 38 CY | $130 | $120 | $110 | $85.00 | $130 | $106 | $76.30 | 2% |
| 659E10000 SEEDING AND MULCHING | 1,166 SY | $4.00 | $1.00 | $3.00 | $10.00 | $2.00 | $3.00 | $3.59 | 2% |
| 606E13031 GUARDRAIL, TYPE 5, USING 9 FOOT POSTS, AS PER PLAN | 93.75 FT | $35.00 | $28.00 | $35.00 | $55.00 | $40.00 | $36.00 | $66.59 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (DEPTH 1 1/4") | 107 SY | $30.00 | $25.00 | $38.00 | $30.00 | $36.00 | $19.00 | $38.11 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,000 | $12,000 | $3,000 | $14,000 | $2,000 | $4,000 | $7,500 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,000 | $1,000 | $10,000 | $7,500 | $8,000 | $3,200 | $9,026 | 1% |
| 659E10000 SEEDING AND MULCHING | 630 SY | $4.00 | $2.00 | $3.25 | $10.00 | $4.00 | $3.00 | $4.39 | 1% |
| 2 EACH |
| $50.00 |
| $20.00 |
| $125 |
| $20.00 |
| $100 |
| $50.00 |
| $155 |
| 659E00300 TOPSOIL | 130 CY | $15.00 | $5.00 | $32.00 | $25.00 | $23.00 | $45.00 | $56.07 |
| 659E14000 REPAIR SEEDING AND MULCHING | 58 SY | $3.00 | $1.00 | $1.00 | $0.20 | $1.00 | $3.00 | $1.83 |
| 659E20000 COMMERCIAL FERTILIZER | 0.16 TON | $500 | $1,000 | $620 | $1,200 | $700 | $750 | $755 |
| 659E31000 LIME | 0.24 ACRE | $100 | $1,000 | $40.00 | $300 | $165 | $100 | $60.92 |
| 659E35000 WATER | 10 MGAL | $1.00 | $5.00 | $2.00 | $1.00 | $1.00 | $20.00 | $1.22 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 616E10000 WATER | 5 MGAL | $1.00 | $5.00 | $5.00 | $1.00 | $55.00 | $20.00 | $27.95 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100 | $7,500 | $5,000 | $2,500 | $6,000 | $13,000 | $10,460 |
| 202E23000 PAVEMENT REMOVED | 107 SY | $18.00 | $15.00 | $9.00 | $20.00 | $25.00 | $21.00 | $11.81 |
| 202E38000 GUARDRAIL REMOVED | 93.75 FT | $2.00 | $2.00 | $3.00 | $3.00 | $6.00 | $10.00 | $4.32 |
| 202E75000 FENCE REMOVED | 109 FT | $4.00 | $1.00 | $6.00 | $10.00 | $7.00 | $8.00 | $3.71 |
| 202E98000 REMOVAL MISC.: EXISTING WALL | 1 LS | $1,500 | $500 | $1,200 | $2,000 | $4,000 | $3,750 | $6,990 |
| 204E10000 SUBGRADE COMPACTION | 134 SY | $5.00 | $5.00 | $5.00 | $2.00 | $8.00 | $5.00 | $3.81 |
| 606E18501 GUARDRAIL POST, 9 FEET, AS PER PLAN | 15 EACH | $22.00 | $19.00 | $22.00 | $25.00 | $80.00 | $22.00 | $51.50 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $25.00 | $125 | $20.00 | $100 | $50.00 | $155 |
| 659E00300 TOPSOIL | 70 CY | $15.00 | $5.00 | $30.00 | $25.00 | $50.00 | $45.00 | $56.09 |
| 659E14000 REPAIR SEEDING AND MULCHING | 32 SY | $3.00 | $2.00 | $1.00 | $0.20 | $1.00 | $3.00 | $1.83 |
| 659E20000 COMMERCIAL FERTILIZER | 0.09 TON | $500 | $2,000 | $625 | $1,200 | $700 | $750 | $658 |
| 659E31000 LIME | 0.13 ACRE | $100 | $2,000 | $40.00 | $800 | $165 | $100 | $60.92 |
| 659E35000 WATER | 5 MGAL | $1.00 | $5.00 | $1.00 | $1.00 | $1.00 | $20.00 | $1.46 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 16 FT | $25.00 | $40.00 | $20.00 | $10.00 | $45.00 | $40.00 | $28.05 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 104 FT | $10.00 | $5.00 | $3.00 | $20.00 | $10.00 | $11.00 | $5.15 |
| 407E10000 TACK COAT | 27 GAL | $4.00 | $2.00 | $2.55 | $10.00 | $2.00 | $11.00 | $2.58 |
| 408E10001 PRIME COAT, AS PER PLAN | 12 GAL | $50.00 | $25.00 | $26.00 | $20.00 | $80.00 | $44.00 | $25.75 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5 CY | $450 | $400 | $910 | $475 | $725 | $387 | $935 |
| 621E00100 RPM | 2 EACH | $1,200 | $250 | $1,200 | $750 | $100 | $1,010 | $773 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $10.00 | $25.00 | $25.00 | $50.00 | $12.00 | $45.00 | $19.90 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 2 EACH | $10.00 | $6.00 | $10.00 | $20.00 | $11.00 | $9.00 | $15.45 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.12 MILE | $8,000 | $7,000 | $8,200 | $12,500 | $6,500 | $6,400 | $8,240 |
| 642E00300 CENTER LINE, TYPE 1 | 0.06 MILE | $16,000 | $15,000 | $8,200 | $12,500 | $8,300 | $8,500 | $8,240 |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $2,500 | $7,500 | $32,000 | $12,500 | $5,000 | $3,500 | $4,259 |
| 503E21100 UNCLASSIFIED EXCAVATION | 76 CY | $30.00 | $25.00 | $100 | $25.00 | $70.00 | $80.00 | $34.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 34 EACH | $20.00 | $20.00 | $20.00 | $50.00 | $40.00 | $37.00 | $18.01 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 25 SY | $40.00 | $50.00 | $20.00 | $50.00 | $40.00 | $55.00 | $26.64 |
| 512E33000 TYPE 2 WATERPROOFING | 40 SY | $15.00 | $35.00 | $20.00 | $30.00 | $30.00 | $45.00 | $27.94 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 16 SF | $10.00 | $20.00 | $6.00 | $20.00 | $16.00 | $18.00 | $10.30 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 11 CY | $100 | $150 | $80.00 | $85.00 | $220 | $182 | $126 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.06 MILE | $7,000 | $12,000 | $9,000 | $12,500 | $13,000 | $13,200 | $9,245 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.12 MILE | $4,000 | $7,500 | $6,500 | $12,500 | $10,000 | $9,900 | $6,254 |
| 616E10000 WATER | 5 MGAL | $1.00 | $5.00 | $5.00 | $1.00 | $70.00 | $20.00 | $27.95 |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $250 | $750 | $750 | $100 | $2,500 | $1,350 | $683 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $30,000 | $30k | 12% |
| 203E10000 EXCAVATION | 693 CY | $30 | $21k | 9% |
| 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL | 134 CY | $140 | $19k | 8% |
| 203E20000 EMBANKMENT | 293 CY | $60 | $18k | 7% |
| 511E46211 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 27 CY | $600 | $16k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 6% |
| 511E47010 CLASS QC1 CONCRETE, CULVERT | 13 CY | $900 | $12k | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 7,686 LB | $1.5 | $12k | 5% |
| 203E10000 EXCAVATION | 361 CY | $30 | $11k | 4% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 62 SY | $150 | $9k | 4% |