Bel-SR 379-02.23
Belmont County · est $0.6M
Bid dateThursday, September 26—
Belmont County · est $0.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 41 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Dennison Bridge INC | R4Shelly & Sands INC | R5Beaver Excavating Company | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:W18x76 STEEL BEAMS, FURNISHED | 1,300 FT | $60.00 | $58.82 | $65.00 | $61.00 | $71.42 | 19% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 678 FT | $70.00 | $59.02 | $65.00 | $70.00 | $60.36 | 12% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,403 SF | $25.00 | $27.53 | $25.00 | $26.00 | $26.41 | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, | 124 CY | $280 | $249 | $290 | $375 | $427 | 9% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 384 FT | $85.00 | $61.81 | $90.00 | $90.00 | $191 | 8% |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Dennison Bridge INC | R4Shelly & Sands INC | R5Beaver Excavating Company |
|---|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 41 FT | $9.00 | $49.69 | $20.00 | $45.00 | $36.49 |
| 202E38000 GUARDRAIL REMOVED | 243 FT | $4.00 | $8.38 | $3.00 | $8.00 | $2.33 |
| 203E10000 EXCAVATION | 68 CY | $15.00 | $39.02 | $20.00 | $15.00 | $22.00 |
| 203E20000 EMBANKMENT | 288 CY | $15.00 |
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 →
| 35 CY |
| $770 |
| $299 |
| $375 |
| $375 |
| $427 |
| 7% |
| 304E20000 AGGREGATE BASE | 182 CY | $110 | $121 | $120 | $95.00 | $115 | 5% |
| 203E35110 GRANULAR MATERIAL, TYPE B | 150 CY | $100 | $113 | $85.00 | $95.00 | $112 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 97 CY | $150 | $102 | $110 | $140 | $101 | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 441 CY | $30.00 | $71.16 | $23.00 | $30.00 | $107 | 3% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $250 | $313 | $250 | $280 | $96.89 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $4,182 | $4,000 | $5,500 | $5,363 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 28 CY | $410 | $344 | $400 | $450 | $1,007 | 3% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, | 25 CY | $360 | $373 | $475 | $500 | $570 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $8,500 | $22,039 | $15,000 | $20,000 | $15,680 | 2% |
| 611E05900 15" CONDUIT, TYPE B | 37 FT | $220 | $82.67 | $200 | $240 | $70.26 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $7,500 | $4,820 | $4,750 | $4,500 | $7,777 | 2% |
| 617E10100 COMPACTED AGGREGATE | 50 CY | $140 | $94.12 | $80.00 | $110 | $111 | 2% |
| 202E23000 PAVEMENT REMOVED | 696 SY | $10.00 | $11.16 | $25.00 | $15.00 | $5.74 | 2% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 187.5 FT | $35.00 | $37.49 | $34.50 | $34.00 | $38.24 | 2% |
| $27.84 |
| $25.00 |
| $15.00 |
| $27.44 |
| 204E10000 SUBGRADE COMPACTION | 897 SY | $5.00 | $3.00 | $3.00 | $5.00 | $4.63 |
| 204E13000 EXCAVATION OF SUBGRADE | 150 CY | $25.00 | $21.79 | $20.00 | $30.00 | $13.65 |
| 204E45000 PROOF ROLLING | 1 HOUR | $240 | $246 | $100 | $225 | $160 |
| 204E50000 GEOTEXTILE FABRIC | 300 SY | $2.20 | $0.86 | $2.00 | $1.50 | $1.30 |
| 606E15200 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 175 FT | $35.00 | $40.71 | $32.75 | $32.50 | $36.38 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,500 | $1,339 | $1,433 | $1,400 | $1,591 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 14 SY | $70.00 | $185 | $300 | $80.00 | $58.71 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 38 CY | $160 | $121 | $135 | $110 | $104 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $170 | $321 | $100 | $150 | $253 |
| 659E00300 TOPSOIL | 59 CY | $25.00 | $130 | $45.00 | $40.00 | $115 |
| 659E10000 SEEDING AND MULCHING | 523 SY | $4.00 | $7.28 | $6.00 | $7.00 | $7.53 |
| 659E14000 REPAIR SEEDING AND MULCHING | 27 SY | $10.00 | $7.28 | $6.00 | $7.00 | $1.58 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $700 | $1,339 | $800 | $1,250 | $905 |
| 659E31000 LIME | 0.11 ACRE | $1,000 | $161 | $100 | $150 | $25.27 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.07 | $1.00 | $1.00 | $1.27 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 185 FT | $4.50 | $5.91 | $10.00 | $7.00 | $3.20 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 5 FT | $15.00 | $8.66 | $30.00 | $50.00 | $60.78 |
| 605E31100 AGGREGATE DRAINS | 48 FT | $25.00 | $45.07 | $50.00 | $20.00 | $32.64 |
| 611E98450 CATCH BASIN, NO. 2-2A | 1 EACH | $3,200 | $2,453 | $2,500 | $2,750 | $2,313 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 1 EACH | $400 | $810 | $400 | $400 | $620 |
| 407E10000 TACK COAT | 80 GAL | $3.00 | $12.43 | $4.00 | $3.50 | $3.99 |
| 408E10001 PRIME COAT, AS PER PLAN | 74 GAL | $15.00 | $18.62 | $25.00 | $39.00 | $44.46 |
| 621E00100 RPM | 12 EACH | $380 | $295 | $290 | $275 | $364 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 12 EACH | $20.00 | $45.18 | $20.00 | $12.00 | $6.47 |
| 626E00110 BARRIER REFLECTOR, TYPE 2BI-DIRECTIONAL | 9 EACH | $10.00 | $12.85 | $11.00 | $11.00 | $12.83 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 18 FT | $40.00 | $32.14 | $37.00 | $35.00 | $37.54 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $75.00 | $134 | $68.00 | $65.00 | $69.72 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $15.00 | $32.13 | $25.00 | $15.00 | $16.09 |
| 646E10010 EDGE LINE, 6" | 0.12 MILE | $21,000 | $20,246 | $31,000 | $20,755 | $22,260 |
| 646E10200 CENTER LINE | 0.06 MILE | $30,000 | $28,923 | $51,000 | $27,685 | $29,692 |
| 616E10000 WATER | 5 MGAL | $0.10 | $1.07 | $10.00 | $35.00 | $762 |
| 530E50010 SPECIAL - RETAINING WALL, CAST-IN-PLACE CONCRETE L | 23 SF | $55.00 | $23.29 | $50.00 | $50.00 | $28.81 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,500 | $7,500 | $5,500 | $3,712 | $2,378 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,400 | $5,356 | $5,000 | $3,200 | $499 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $500 | $1,607 | $1,800 | $4,000 | $649 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,000 | $803 | $5,000 | $6,255 | $2,962 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:W18x76 STEEL BEAMS, FURNISHED | 1,300 FT | $60 | $78k | 16% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 678 FT | $70 | $47k | 10% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,403 SF | $25 | $35k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, | 124 CY | $280 | $35k | 7% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 384 FT | $85 | $33k | 7% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, | 35 CY | $770 | $27k | 6% |
| 304E20000 AGGREGATE BASE | 182 CY | $110 | $20k | 4% |
| 203E35110 GRANULAR MATERIAL, TYPE B | 150 CY | $100 | $15k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 97 CY | $150 | $15k | 3% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 441 CY | $30 | $13k | 3% |