Has-SR 342-03.88
Harrison County · est $0.3M
Bid dateThursday, October 26—
Harrison County · est $0.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 31 more items below.
| Item | Quantity | R1Tucson INC | R2Ohio-west Virginia Excavating CO | R3Nls Paving, INC | R4Shelly & Sands INC | R5Alan Stone CO INC | R6Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 601E26000 DUMPED ROCK FILL, TYPE B | 650 CY | $97.25 | $90.98 | $125 | $107 | $180 | $116 | 22% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $42,015 | $31,949 | $65,000 | $35,000 | $22,000 | $55,697 | 14% |
| 203E10001 EXCAVATION, AS PER PLAN | 941 CY | $34.50 | $34.51 | $60.00 | $66.00 | $47.00 |
| Item | Quantity | R1Tucson INC | R2Ohio-west Virginia Excavating CO | R3Nls Paving, INC | R4Shelly & Sands INC | R5Alan Stone CO INC | R6Eclipse CO LLC |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,050 | $4,163 | $8,500 | $34,025 | $9,300 | $15,000 |
| 202E23000 PAVEMENT REMOVED | 44 SY | $52.00 | $54.30 | $40.00 | $44.00 | $30.00 | $22.00 |
| 202E38000 GUARDRAIL REMOVED | 50 FT | $5.45 | $13.82 | $4.00 | $10.00 | $4.50 | $11.00 |
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 →
| $44.00 |
| 11% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,935 | $112,216 | $45,000 | $45,000 | $4,500 | $288,695 | 7% |
| 203E20000 EMBANKMENT | 1,357 CY | $13.70 | $55.06 | $50.00 | $65.00 | $130 | $39.00 | 6% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 137 SY | $123 | $157 | $165 | $210 | $180 | $161 | 6% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 380 FT | $35.00 | $27.79 | $45.00 | $50.00 | $22.00 | $64.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $11,400 | $30,100 | $20,000 | $10,000 | $25,000 | $26,461 | 4% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 7 CY | $1,625 | $555 | $1,500 | $2,000 | $1,100 | $1,061 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,750 | $1,767 | $20,000 | $9,000 | $23,000 | $9,500 | 4% |
| 659E00300 TOPSOIL | 117 CY | $63.60 | $142 | $50.00 | $35.00 | $25.00 | $87.00 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 10 CY | $735 | $472 | $700 | $1,000 | $1,000 | $1,010 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2" DEPTH) | 178 SY | $37.85 | $26.82 | $35.00 | $20.00 | $50.00 | $37.37 | 2% |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $1,030 | $2,614 | $1,500 | $3,400 | $1,500 | $684 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,705 | $2,649 | $2,800 | $2,500 | $3,000 | $2,374 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,300 | $6,925 | $4,000 | $3,000 | $6,500 | $12,000 | 2% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $390 | $523 | $250 | $505 | $1,000 | $1,702 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $92.00 | $94.22 | $90.00 | $100 | $95.00 | $69.00 | 1% |
| 621E00100 RPM | 2 EACH | $1,621 | $1,767 | $1,500 | $1,500 | $1,800 | $1,515 | 1% |
| 659E10000 SEEDING AND MULCHING | 1,058 SY | $3.00 | $3.65 | $6.00 | $3.65 | $2.50 | $3.15 | 1% |
| 606E13000 GUARDRAIL, TYPE 5 | 50 FT | $32.45 | $90.88 | $74.50 | $30.00 | $35.00 | $82.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $75.00 | $177 | $200 | $125 | $110 | $303 |
| 659E14000 REPAIR SEEDING AND MULCHING | 53 SY | $0.50 | $3.65 | $2.00 | $12.00 | $3.50 | $3.15 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $1,940 | $1,649 | $800 | $810 | $1,200 | $1,414 |
| 659E31000 LIME | 0.22 ACRE | $430 | $118 | $20.00 | $164 | $830 | $101 |
| 659E35000 WATER | 6 MGAL | $1.00 | $1.18 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 1 CY | $795 | $1,315 | $1,500 | $1,850 | $600 | $3,132 |
| 304E20000 AGGREGATE BASE | 5 CY | $428 | $546 | $270 | $185 | $220 | $182 |
| 407E10000 TACK COAT | 16 GAL | $5.50 | $15.94 | $3.00 | $3.25 | $4.00 | $5.05 |
| 408E10001 PRIME COAT, AS PER PLAN | 8 GAL | $55.00 | $105 | $85.00 | $22.00 | $4.00 | $218 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $71.50 | $71.36 | $25.00 | $65.00 | $55.00 | $53.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 1 EACH | $16.25 | $14.13 | $15.00 | $15.00 | $20.00 | $12.15 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 11.6 FT | $24.85 | $16.49 | $25.00 | $23.00 | $25.00 | $16.16 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 15 FT | $27.05 | $17.67 | $34.00 | $25.00 | $30.00 | $18.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $160 | $58.89 | $75.00 | $150 | $180 | $101 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $25.00 | $23.56 | $15.00 | $25.00 | $30.00 | $32.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.03 MILE | $24,035 | $26,206 | $22,250 | $22,250 | $26,000 | $23,665 |
| 642E00300 CENTER LINE, TYPE 1 | 0.01 MILE | $63,505 | $69,255 | $58,800 | $58,800 | $69,000 | $62,538 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 10 EACH | $36.75 | $40.05 | $34.00 | $9.00 | $40.00 | $36.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 14 EACH | $34.55 | $37.69 | $32.00 | $8.00 | $40.00 | $34.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 24 EACH | $28.10 | $30.62 | $26.00 | $17.00 | $30.00 | $28.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $15,230 | $16,607 | $14,100 | $14,100 | $17,000 | $13,130 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.01 MILE | $58,755 | $64,073 | $54,400 | $54,400 | $64,000 | $50,500 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.26 MILE | $10,535 | $11,484 | $9,750 | $9,750 | $12,000 | $9,595 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.03 MILE | $19,715 | $21,495 | $18,250 | $18,250 | $22,000 | $50,500 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 20 FT | $15.15 | $16.49 | $14.00 | $14.00 | $15.00 | $15.15 |
| 616E10000 WATER | 10 MGAL | $1.00 | $1.18 | $20.00 | $50.00 | $0.10 | $30.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 601E26000 DUMPED ROCK FILL, TYPE B | 650 CY | $97.25 | $63k | 20% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $42,015 | $42k | 13% |
| 203E10001 EXCAVATION, AS PER PLAN | 941 CY | $34.5 | $32k | 10% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,935 | $21k | 7% |
| 203E20000 EMBANKMENT | 1,357 CY | $13.7 | $19k | 6% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 137 SY | $122.7 | $17k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 380 FT | $35 | $13k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $11,400 | $11k | 4% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 7 CY | $1,625 | $11k | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,750 | $11k | 3% |