Has-SR 149-01.17
Harrison County · est $0.8M
Bid dateThursday, July 31—
Harrison County · est $0.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 56 more items below.
| Item | Quantity | R1Tucson INC | R2Advanced Excavating & Demolition LLC | R3Eclipse CO LLC | R4Ohio-west Virginia Excavating CO | R5Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (DES | 85 FT | $1,700 | $1,525 | $1,717 | $2,100 | $2,200 | 26% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 302 CY | $206 | $165 | $249 | $250 | $335 | 11% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 104 CY | $435 | $375 | $356 | $310 | $340 | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 43 CY | $803 | $600 | $1,026 | $850 | $1,800 | 6% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 15 CY | $2,100 | $955 | $2,611 | $2,500 | $5,200 | 6% |
| 624E10000 |
| Item | Quantity | R1Tucson INC | R2Advanced Excavating & Demolition LLC | R3Eclipse CO LLC | R4Ohio-west Virginia Excavating CO | R5Shelly & Sands INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,775 | $10,000 | $10,000 | $8,000 | $11,000 |
| 202E23000 PAVEMENT REMOVED | 275 SY | $14.75 | $26.00 | $71.50 | $22.00 | $45.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 217 FT | $6.25 | $13.00 | $16.00 | $15.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $2.60 | $2.40 |
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 →
| 1 LS |
| $27,500 |
| $50,000 |
| $41,796 |
| $75,000 |
| $75,000 |
| 5% |
| 304E20000 AGGREGATE BASE | 172 CY | $121 | $90.00 | $116 | $175 | $175 | 4% |
| 203E10000 EXCAVATION | 455 CY | $43.00 | $21.00 | $33.00 | $40.00 | $60.00 | 4% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (49 CY | $380 | $425 | $374 | $380 | $375 | 3% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 98 CY | $190 | $200 | $250 | $300 | $500 | 3% |
| 611E04600 12" CONDUIT, TYPE C | 199 FT | $88.00 | $78.00 | $129 | $130 | $130 | 3% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 37 CY | $435 | $525 | $522 | $460 | $425 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 6,605 LB | $2.25 | $2.85 | $3.50 | $2.00 | $5.00 | 3% |
| 659E00300 TOPSOIL | 250 CY | $57.00 | $40.00 | $68.00 | $100 | $50.00 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $13,000 | $15,000 | $34,000 | $30,000 | $35,000 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,955 | $1,500 | $868 | $2,500 | $5,500 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $11,650 | $35,000 | $23,206 | $10,000 | $40,300 | 2% |
| 690E65016 SPECIAL - WORK INVOLVING PETROLEUM CONTAMINATED SO | 68 TON | $162 | $80.00 | $154 | $340 | $160 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,850 | $14,000 | $15,000 | $20,000 | $7,400 | 2% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| $2.50 |
| $10.00 |
| $2.50 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $450 | $450 | $463 | $2,000 | $250 |
| 202E67000 REGULATED UNDERGROUND STORAGE TANK REMOVED | 1 EACH | $2,750 | $23,500 | $13,356 | $35,000 | $13,000 |
| 202E75000 FENCE REMOVED | 201 FT | $1.85 | $8.50 | $2.50 | $5.00 | $8.50 |
| 202E98000 REMOVAL MISC.: SEPTIC TANK REMOVED OR ABANDONED | 1 LS | $1,580 | $1,500 | $2,977 | $8,000 | $2,500 |
| 203E20000 EMBANKMENT | 229 CY | $40.00 | $26.50 | $52.50 | $65.00 | $30.00 |
| 204E10000 SUBGRADE COMPACTION | 643 SY | $2.25 | $1.50 | $1.00 | $3.00 | $20.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 50 FT | $42.50 | $40.00 | $44.50 | $35.00 | $39.20 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 43.75 FT | $48.50 | $45.00 | $47.00 | $35.00 | $44.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $3,154 | $2,950 | $2,490 | $1,800 | $2,920 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 79 CY | $124 | $85.00 | $180 | $105 | $150 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $75.00 | $75.00 | $125 | $175 | $150 |
| 659E10000 SEEDING AND MULCHING | 2,249 SY | $3.00 | $2.50 | $1.50 | $1.50 | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 112 SY | $0.75 | $1.50 | $2.00 | $1.50 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.3 TON | $2,640 | $590 | $892 | $1,500 | $1,250 |
| 659E31000 LIME | 0.46 ACRE | $690 | $50.00 | $156 | $175 | $150 |
| 659E35000 WATER | 12 MGAL | $10.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 93 SY | $7.75 | $7.50 | $15.00 | $7.00 | $6.00 |
| 602E20000 CONCRETE MASONRY | 0.2 CY | $5,225 | $7,000 | $3,680 | $10,500 | $6,000 |
| 605E31100 AGGREGATE DRAINS | 62 FT | $24.25 | $33.50 | $24.00 | $90.00 | $25.00 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $2,925 | $2,600 | $4,484 | $5,500 | $4,000 |
| 611E98504 CATCH BASIN, NO. 2-2C | 1 EACH | $3,200 | $2,300 | $4,439 | $6,500 | $5,000 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3") | 578 SY | $5.70 | $15.00 | $33.00 | $10.00 | $20.00 |
| 407E10000 TACK COAT | 124 GAL | $4.35 | $3.50 | $4.00 | $12.00 | $3.30 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $1,625 | $1,000 | $522 | $2,000 | $1,875 |
| 621E00100 RPM | 8 EACH | $341 | $315 | $315 | $370 | $315 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $9.00 | $50.00 | $26.50 | $20.00 | $35.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 5 EACH | $27.05 | $13.00 | $12.00 | $12.00 | $13.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 59.6 FT | $16.25 | $15.00 | $12.00 | $9.00 | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 51.8 FT | $21.65 | $20.00 | $13.00 | $9.00 | $20.00 |
| 630E08600 SIGN POST REFLECTOR | 8 EACH | $50.00 | $45.00 | $30.00 | $100 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 18 SF | $27.25 | $25.00 | $25.00 | $35.00 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 7 EACH | $54.25 | $50.00 | $50.00 | $100 | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $22.00 | $20.00 | $10.00 | $30.00 | $20.00 |
| 646E10010 EDGE LINE, 6" | 0.1 MILE | $21,600 | $19,990 | $19,990 | $23,000 | $19,900 |
| 646E10200 CENTER LINE | 0.05 MILE | $32,425 | $30,000 | $30,000 | $35,000 | $30,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,000 | $5,500 | $5,500 | $15,000 | $5,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.05 MILE | $9,775 | $9,050 | $28,995 | $11,000 | $9,050 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.1 MILE | $4,925 | $4,550 | $14,578 | $5,000 | $4,550 |
| 616E10000 WATER | 10 MGAL | $1.00 | $1.00 | $97.00 | $1.00 | $50.00 |
| 202E98100 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 EACH | $2,345 | $500 | $668 | $12,000 | $1,500 |
| 690E65000 SPECIAL - WORK INVOLVING NON-REGULATED MATERIALS | 68 TON | $81.25 | $40.00 | $120 | $175 | $55.00 |
| 690E65022 SPECIAL - WORK INVOLVING NON-REGULATED WATER | 2,272 GAL | $1.65 | $1.50 | $46.50 | $12.00 | $4.50 |
| 690E65024 SPECIAL - WORK INVOLVING REGULATED WATER | 2,272 GAL | $3.25 | $2.50 | $6.50 | $15.00 | $6.50 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 50 FT | $72.00 | $125 | $146 | $265 | $250 |
| 503E21104 UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 194 CY | $40.50 | $60.00 | $160 | $85.00 | $180 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $4,025 | $1,500 | $2,459 | $2,000 | $5,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 80 SY | $29.00 | $40.00 | $161 | $50.00 | $38.00 |
| 512E33000 TYPE 2 WATERPROOFING | 151 SY | $39.00 | $36.00 | $35.00 | $35.00 | $27.00 |
| 512E33010 TYPE 3 WATERPROOFING | 148 SY | $46.00 | $51.00 | $56.50 | $60.00 | $45.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $18.50 | $18.00 | $6.50 | $15.00 | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 17 CY | $198 | $150 | $184 | $415 | $225 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,650 | $17,000 | $7,974 | $15,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN (DES | 85 FT | $1,700 | $145k | 20% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 302 CY | $206 | $62k | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 104 CY | $435 | $45k | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 43 CY | $803 | $35k | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 15 CY | $2,100 | $32k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $27,500 | $28k | 4% |
| 304E20000 AGGREGATE BASE | 172 CY | $121 | $21k | 3% |
| 203E10000 EXCAVATION | 455 CY | $43 | $20k | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (49 CY | $380 | $19k | 3% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 98 CY | $190 | $19k | 3% |