Ath-SR 329-05.26
Athens County · est $2.5M
Bid dateThursday, April 14—
Athens County · est $2.5M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 5%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 39 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Allard Excavation LLC | R3Allied Construction, LLC | R4Shelly & Sands INC | R5D G M INC | R6Beaver Excavating Company | R7Clearwater Construction INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24x146 | 4,851 FT | $131 | $158 | $122 | $143 | $159 | $140 | $164 | 37% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 4,250 FT | $40.00 | $64.15 | $70.00 | $65.00 | $62.00 | $88.00 | $100 | 10% |
| 524E94705 |
| Item | Quantity | R1Alan Stone CO INC | R2Allard Excavation LLC | R3Allied Construction, LLC | R4Shelly & Sands INC | R5D G M INC | R6Beaver Excavating Company | R7Clearwater Construction INC |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 | $11,200 | $5,000 | $19,000 | $40,000 | $30,000 | $15,000 |
| 202E23000 PAVEMENT REMOVED | 536 SY | $7.00 | $6.25 | $5.00 | $15.00 | $12.00 | $40.00 | $16.95 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 167 FT |
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 →
| 1,722 FT |
| $90.50 |
| $66.80 |
| $250 |
| $73.00 |
| $151 |
| $125 |
| $160 |
| 9% |
| 530E00400 SPECIAL - STRUCTURES PRE-CAST CONCRETE LAGGING NO. | 456 EACH | $250 | $295 | $160 | $315 | $366 | $240 | $285 | 7% |
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 2,408 CY | $39.00 | $70.25 | $18.00 | $60.00 | $80.00 | $80.00 | $84.00 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 405 CY | $194 | $220 | $220 | $220 | $230 | $220 | $225 | 5% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 1,113 CY | $66.50 | $70.80 | $21.35 | $72.00 | $80.00 | $100 | $80.00 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,860 FT | $21.00 | $17.25 | $19.90 | $12.00 | $9.00 | $15.00 | $22.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,000 | $41,300 | $28,200 | $18,000 | $60,000 | $52,500 | $50,000 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 432 CY | $93.50 | $89.00 | $50.00 | $120 | $80.00 | $118 | $100 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 189 CY | $212 | $288 | $288 | $288 | $295 | $288 | $300 | 2% |
| 203E10000 EXCAVATION | 6,443 CY | $5.50 | $6.60 | $25.00 | $23.00 | $12.50 | $15.00 | $6.60 | 2% |
| 203E20000 EMBANKMENT | 8,015 CY | $4.00 | $7.30 | $20.00 | $13.00 | $14.00 | $15.00 | $4.75 | 2% |
| 304E20000 AGGREGATE BASE | 391 CY | $78.50 | $65.74 | $33.00 | $90.00 | $80.00 | $125 | $110 | 2% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 336 CY | $82.50 | $75.85 | $21.35 | $54.00 | $90.00 | $110 | $84.00 | 2% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (103 CY | $248 | $315 | $315 | $315 | $322 | $315 | $330 | 1% |
| 611E07200 18" CONDUIT, TYPE A, 706.02 | 153 FT | $152 | $107 | $14.00 | $125 | $105 | $150 | $125 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 825 FT | $26.50 | $20.18 | $22.40 | $22.40 | $22.00 | $25.00 | $21.00 | 1% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 47 CY | $423 | $323 | $150 | $325 | $350 | $325 | $685 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $19,000 | $92,000 | $20,000 | $64,000 | $100,000 | $100,000 | $81,000 | 1% |
| $14.50 |
| $6.30 |
| $25.00 |
| $12.00 |
| $15.00 |
| $30.00 |
| $40.00 |
| 202E38000 GUARDRAIL REMOVED | 228 FT | $3.00 | $3.25 | $2.50 | $2.50 | $1.00 | $5.00 | $5.50 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 1 EACH | $288 | $175 | $145 | $145 | $300 | $200 | $300 |
| 204E10000 SUBGRADE COMPACTION | 2,519 SY | $1.50 | $3.40 | $5.00 | $3.00 | $3.00 | $4.00 | $7.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $3,200 | $2,500 | $3,700 | $2,950 | $2,600 | $3,500 | $2,600 |
| 690E12010 SPECIAL - GEOTEXTILE FABRIC, 712.09, TYPE A | 1,003 SY | $0.80 | $1.80 | $0.71 | $1.50 | $2.00 | $2.00 | $2.50 |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE C | 94 CY | $195 | $158 | $630 | $200 | $125 | $170 | $130 |
| 659E10000 SEEDING AND MULCHING | 7,677 SY | $0.70 | $1.05 | $1.00 | $0.74 | $1.50 | $1.50 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.69 TON | $526 | $800 | $800 | $935 | $1,000 | $800 | $275 |
| 659E31000 LIME | 1.6 ACRE | $741 | $800 | $80.00 | $153 | $80.00 | $80.00 | $30.00 |
| 659E35000 WATER | 42 MGAL | $0.01 | $1.00 | $1.00 | $1.00 | $1.00 | $25.00 | $0.30 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $501 | $1,585 | $5,000 | $250 | $3,000 | $30,000 | $710 |
| 511E52110 CLASS QC MS CONCRETE | 76 CY | $157 | $219 | $150 | $165 | $250 | $210 | $212 |
| 602E20000 CONCRETE MASONRY | 3.1 CY | $1,000 | $3,880 | $300 | $2,100 | $1,500 | $3,000 | $3,500 |
| 605E31100 AGGREGATE DRAINS | 198 FT | $5.00 | $27.50 | $15.00 | $20.00 | $20.00 | $18.00 | $14.00 |
| 611E01400 6" CONDUIT, TYPE E,707.31 (PERFORATED) | 1,191 FT | $6.00 | $3.75 | $1.90 | $3.50 | $10.00 | $5.00 | $5.00 |
| 611E01500 6" CONDUIT, TYPE F,707.33 (NON-PERFORATED) | 256 FT | $10.50 | $5.10 | $2.21 | $20.00 | $20.00 | $25.00 | $8.00 |
| 611E07200 18" CONDUIT, TYPE A | 60 FT | $135 | $68.00 | $14.00 | $110 | $80.00 | $100 | $110 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 7 EACH | $215 | $360 | $125 | $275 | $250 | $400 | $250 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 27 CY | $110 | $146 | $10.00 | $120 | $125 | $150 | $155 |
| 407E20000 NON-TRACKING TACK COAT | 226 GAL | $10.50 | $4.00 | $4.00 | $4.00 | $4.00 | $4.00 | $5.00 |
| 621E00100 RPM | 39 EACH | $98.00 | $85.00 | $75.00 | $85.00 | $75.00 | $85.00 | $100 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 39 EACH | $9.00 | $7.25 | $100 | $10.00 | $1.00 | $17.00 | $14.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.58 MILE | $2,100 | $1,850 | $2,325 | $1,850 | $2,500 | $1,850 | $2,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.29 MILE | $3,700 | $3,200 | $2,325 | $3,200 | $2,500 | $3,200 | $3,400 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,700 | $1,900 | $2,300 | $2,340 | $1,500 | $2,500 | $2,500 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $8,100 | $1,950 | $18,000 | $30,000 | $2,000 | $20,000 | $250 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 62 EACH | $25.50 | $12.25 | $10.00 | $5.00 | $15.00 | $22.00 | $25.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 62 EACH | $32.50 | $12.25 | $15.00 | $9.00 | $15.00 | $28.00 | $30.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 1.12 MILE | $2,300 | $1,975 | $3,125 | $1,975 | $4,000 | $1,975 | $2,200 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 22 FT | $16.00 | $14.00 | $5.00 | $14.00 | $12.00 | $14.00 | $15.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 18 FT | $14.00 | $142 | $250 | $25.00 | $110 | $550 | $465 |
| 530E00400 SPECIAL - STRUCTURES PRE-CAST CONCRETE LAGGING NO. | 1 EACH | $300 | $520 | $619 | $615 | $400 | $1,500 | $1,000 |
| 530E00400 SPECIAL - STRUCTURES PRE-CAST CONCRETE LAGGING NO. | 1 EACH | $300 | $220 | $276 | $400 | $400 | $250 | $650 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,000 | $29,000 | $23,000 | $16,064 | $50,000 | $11,000 | $22,629 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $9,000 | $10,650 | $20,000 | $25,000 | $20,000 | $10,000 | $7,367 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W24x146 | 4,851 FT | $131 | $635k | 33% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 4,250 FT | $40 | $170k | 9% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,722 FT | $90.5 | $156k | 8% |
| 530E00400 SPECIAL - STRUCTURES PRE-CAST CONCRETE LAGGING NO. | 456 EACH | $250 | $114k | 6% |
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 2,408 CY | $39 | $94k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 405 CY | $194 | $79k | 4% |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN | 1,113 CY | $66.5 | $74k | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,860 FT | $21 | $60k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,000 | $41k | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 432 CY | $93.5 | $40k | 2% |