ATH-Elm Street
ATH County · est $0.7M
Bid dateThursday, April 14—
ATH County · est $0.7M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 54 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | R2Wolf Creek Contracting Company LLC | R3Shelly & Sands INC | R4Alan Stone CO INC | R5Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|
| 611E04400 12" CONDUIT, TYPE B | 913 FT | $62.00 | $49.45 | $99.00 | $93.00 | $115 | 11% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 302 CY | $184 | $209 | $185 | $236 | $185 | 11% |
| 304E20000 AGGREGATE BASE | 532 CY | $85.00 | $107 | $94.00 | $86.00 | $115 | 9% |
| 611E99574 |
| Item | Quantity | R1Axis Civil Construction LLC | R2Wolf Creek Contracting Company LLC | R3Shelly & Sands INC | R4Alan Stone CO INC | R5Complete General Construction Company |
|---|---|---|---|---|---|---|
| 202E30000 WALK REMOVED | 77 SF | $10.00 | $7.32 | $5.00 | $4.00 | $6.00 |
| 202E32500 CURB AND GUTTER REMOVED | 82 FT | $12.00 | $4.80 | $5.00 | $8.50 | $22.00 |
| 202E32600 GUTTER REMOVED | 10 FT | $35.00 | $17.06 | $35.00 | $33.00 | $21.00 |
| 203E20000 EMBANKMENT | 66 CY | $24.00 |
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 →
| 8 EACH |
| $4,000 |
| $2,972 |
| $4,000 |
| $3,000 |
| $4,500 |
| 6% |
| 611E98701 INLET, SIDE DITCH, AS PER PLAN | 12 EACH | $2,500 | $1,066 | $1,600 | $1,300 | $2,300 | 6% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (132 CY | $205 | $238 | $250 | $250 | $250 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $56,270 | $20,000 | $20,000 | $20,000 | 5% |
| 530E50010 SPECIAL - RETAINING WALL, CELLULAR | 609 SF | $40.00 | $33.36 | $64.00 | $65.00 | $130 | 5% |
| 202E35101 PIPE REMOVED, 24" AND UNDER, AS PER PLAN | 807 FT | $29.00 | $2.99 | $32.00 | $12.00 | $15.00 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 98 CY | $235 | $266 | $300 | $296 | $300 | 5% |
| 203E10000 EXCAVATION | 895 CY | $24.00 | $53.76 | $27.00 | $14.50 | $30.00 | 4% |
| 202E23000 PAVEMENT REMOVED | 2,378 SY | $9.00 | $12.06 | $8.00 | $7.00 | $15.00 | 4% |
| 609E26000 CURB, TYPE 6 | 841 FT | $25.00 | $22.06 | $25.00 | $52.00 | $32.00 | 4% |
| 611E01800 8" CONDUIT, TYPE B | 308 FT | $65.00 | $40.87 | $61.00 | $74.00 | $105 | 4% |
| 608E12000 5" CONCRETE WALK | 2,806 SF | $6.25 | $7.49 | $9.00 | $8.00 | $9.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 | $4,827 | $5,000 | $7,500 | $3,000 | 3% |
| 625E27403 LUMINAIRE, POST TOP, SOLID STATE (LED), AS PER PLA | 10 EACH | $1,500 | $1,697 | $1,600 | $1,900 | $1,275 | 3% |
| 202E58100 CATCH BASIN REMOVED | 8 EACH | $1,600 | $441 | $382 | $163 | $425 | 3% |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $12,661 | $14,326 | $13,500 | $8,100 | $13,250 | 2% |
| 625E10481 LIGHT POLE, DECORATIVE, AS PER PLAN | 10 EACH | $1,194 | $1,351 | $1,300 | $2,200 | $2,000 | 2% |
| $32.58 |
| $14.00 |
| $9.00 |
| $16.00 |
| 204E10000 SUBGRADE COMPACTION | 3,236 SY | $2.00 | $2.09 | $5.00 | $2.00 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 111 CY | $24.00 | $31.77 | $25.00 | $22.00 | $35.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 111 CY | $92.00 | $74.65 | $75.00 | $91.00 | $75.00 |
| 204E45001 PROOF ROLLING, AS PER PLAN | 2 HOUR | $225 | $111 | $216 | $134 | $100 |
| 204E50000 GEOTEXTILE FABRIC | 266 SY | $3.00 | $2.66 | $2.00 | $2.50 | $6.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE1-1/4" DEPTH | 111 SY | $6.00 | $6.79 | $12.00 | $7.50 | $15.00 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 100 CY | $85.00 | $74.69 | $80.00 | $179 | $125 |
| 608E13020 7" CONCRETE WALK | 1,106 SF | $9.00 | $11.23 | $15.00 | $13.50 | $12.00 |
| 608E41000 CONCRETE STEPS, TYPE B | 5 FT | $500 | $184 | $140 | $417 | $325 |
| 608E52000 CURB RAMP | 452 SF | $25.00 | $14.83 | $24.00 | $14.50 | $28.00 |
| 659E00300 TOPSOIL | 67 CY | $38.00 | $95.03 | $82.00 | $24.50 | $60.00 |
| 659E10000 SEEDING AND MULCHING | 605 SY | $5.00 | $5.66 | $6.00 | $2.50 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $800 | $905 | $1,050 | $610 | $800 |
| 659E31000 LIME | 0.13 ACRE | $80.00 | $90.54 | $156 | $859 | $80.00 |
| 832E30000 EROSION CONTROL | 11,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.21 CY | $5,000 | $1,489 | $3,200 | $3,500 | $5,000 |
| 611E98370 CATCH BASIN, NO. 6 | 1 EACH | $3,500 | $2,734 | $3,000 | $1,500 | $3,400 |
| 611E98470 CATCH BASIN, NO. 2-2B | 3 EACH | $3,500 | $2,101 | $2,800 | $1,600 | $2,500 |
| 407E20000 NON-TRACKING TACK COAT | 333 GAL | $3.25 | $3.96 | $3.25 | $6.00 | $3.25 |
| 452E11010 7" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 45 SY | $89.00 | $90.35 | $123 | $151 | $105 |
| 638E10501 FIRE HYDRANT REMOVED AND RESET, AS PER PLAN | 1 EACH | $4,000 | $781 | $4,300 | $3,700 | $3,500 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $500 | $70.73 | $1,200 | $306 | $250 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 3 EACH | $750 | $293 | $1,400 | $458 | $675 |
| 625E00450 CONNECTION, FUSED PULL APART | 20 EACH | $96.00 | $109 | $102 | $125 | $125 |
| 625E14501 LIGHT POLE FOUNDATION, AS PER PLAN | 10 EACH | $1,005 | $1,137 | $1,000 | $1,800 | $1,250 |
| 625E22990 NO. 6 AWG 600 VOLT DISTRIBUTION CABLE | 3,453 FT | $2.68 | $3.03 | $3.00 | $4.00 | $3.00 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 360 FT | $7.66 | $8.67 | $8.00 | $2.00 | $3.25 |
| 625E25408 CONDUIT, 2", 725.051 | 699 FT | $9.74 | $11.02 | $10.00 | $16.00 | $11.00 |
| 625E25802 CONDUIT, CONCRETE ENCASED, 2", 725.051 | 282 FT | $28.60 | $32.36 | $31.00 | $50.00 | $24.00 |
| 625E29000 TRENCH | 981 FT | $7.85 | $8.88 | $8.00 | $14.50 | $8.25 |
| 625E30700 PULL BOX, 725.08, 18" | 8 EACH | $890 | $1,007 | $945 | $1,200 | $1,145 |
| 625E32000 GROUND ROD | 10 EACH | $386 | $437 | $400 | $336 | $250 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 981 FT | $0.28 | $0.32 | $1.00 | $2.50 | $2.00 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (LIGHTING CONTROL | 1 EACH | $235 | $266 | $250 | $2,700 | $1,775 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 104 FT | $18.00 | $21.50 | $20.00 | $23.00 | $18.00 |
| 630E08530 STREET NAME SIGN SUPPORT, NO. 4 POST | 32 FT | $22.00 | $24.89 | $23.00 | $27.00 | $22.00 |
| 630E08600 SIGN POST REFLECTOR | 6 EACH | $45.00 | $56.58 | $53.00 | $61.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 50 SF | $32.00 | $27.16 | $25.00 | $29.50 | $32.00 |
| 630E80500 SIGN, DOUBLE FACED, STREET NAME | 2 EACH | $130 | $204 | $191 | $220 | $130 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $75.00 | $84.86 | $79.00 | $91.50 | $75.00 |
| 630E85200 REMOVAL OF GROUND MOUNTED SIGN AND DELIVERY | 8 EACH | $30.00 | $22.10 | $32.00 | $36.50 | $30.00 |
| 630E86050 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DELIVER | 9 EACH | $35.00 | $19.65 | $37.00 | $42.50 | $35.00 |
| 644E00100 EDGE LINE, 4" | 0.15 MILE | $4,803 | $5,435 | $5,000 | $5,900 | $4,803 |
| 644E00300 CENTER LINE | 0.15 MILE | $8,310 | $9,403 | $8,800 | $10,000 | $8,310 |
| 644E00500 STOP LINE | 98 FT | $8.30 | $9.39 | $9.00 | $10.00 | $8.30 |
| 644E00620 CROSSWALK LINE, 12" | 191 FT | $3.40 | $3.85 | $4.00 | $4.00 | $3.40 |
| 644E01630 BIKE LANE SYMBOL MARKING | 6 EACH | $310 | $351 | $328 | $378 | $310 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,500 | $9,686 | $4,200 | $6,000 | $8,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $3,055 | $8,000 | $5,000 | $14,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $11,315 | $15,000 | $7,000 | $12,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E04400 12" CONDUIT, TYPE B | 913 FT | $62 | $57k | 8% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 302 CY | $184 | $56k | 8% |
| 304E20000 AGGREGATE BASE | 532 CY | $85 | $45k | 6% |
| 611E99574 MANHOLE, NO. 3 | 8 EACH | $4,000 | $32k | 5% |
| 611E98701 INLET, SIDE DITCH, AS PER PLAN | 12 EACH | $2,500 | $30k | 4% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (132 CY | $205 | $27k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 4% |
| 530E50010 SPECIAL - RETAINING WALL, CELLULAR | 609 SF | $40 | $24k | 3% |
| 202E35101 PIPE REMOVED, 24" AND UNDER, AS PER PLAN | 807 FT | $29 | $23k | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 98 CY | $235 | $23k | 3% |