Bel-SR 149-10.08
Belmont County · est $1.1M
Bid dateThursday, November 18—
Belmont County · est $1.1M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 55 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4Litman Excavating INC | R5Complete General Construction Company | R6Allison Park Contractors INC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 507E00201 STEEL PILES HP12X53, FURNISHED, AS PER PLAN | 5,090 FT | $45.00 | $40.00 | $45.00 | $48.00 | $38.00 | $115 | 27% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 2,608 FT | $43.00 | $37.00 | $45.00 | $52.00 | $65.00 | $60.00 | 13% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 1,245 FT | $55.00 |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4Litman Excavating INC | R5Complete General Construction Company | R6Allison Park Contractors INC |
|---|---|---|---|---|---|---|---|
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $3,000 | $5,000 | $6,500 | $1,450 | $25,000 | $25,000 |
| 202E23000 PAVEMENT REMOVED | 852 SY | $5.00 | $19.00 | $23.00 | $31.25 | $25.00 | $25.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 100 FT | $4.00 | $20.00 | $7.00 | $127 |
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 →
| $76.00 |
| $67.00 |
| $61.00 |
| $90.00 |
| $100 |
| 8% |
| 524E95000 DRILLED SHAFTS, MISC.:PLUG PILE, 24" DIAMETER, UNR | 1,130 FT | $48.00 | $62.00 | $55.00 | $52.00 | $68.00 | $100 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $52,000 | $46,000 | $9,500 | $5,520 | $70,000 | $75,000 | 6% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 937.5 FT | $39.00 | $40.00 | $38.80 | $46.00 | $38.80 | $46.00 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 130 CY | $250 | $210 | $225 | $250 | $225 | $325 | 4% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 79 CY | $410 | $300 | $340 | $370 | $340 | $500 | 4% |
| 507E00301 STEEL PILES HP14X73, FURNISHED, AS PER PLAN | 510 FT | $61.50 | $58.00 | $63.00 | $66.50 | $55.00 | $150 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,150 FT | $21.50 | $11.00 | $12.00 | $33.00 | $25.00 | $50.00 | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 444 SY | $54.00 | $75.00 | $60.00 | $85.00 | $90.00 | $45.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $23,000 | $29,000 | $40,000 | $6,971 | $40,000 | $69,178 | 3% |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE LAGGING PANEL NO | 130 EACH | $172 | $175 | $250 | $110 | $200 | $325 | 3% |
| 304E20000 AGGREGATE BASE | 239 CY | $83.00 | $85.00 | $95.00 | $154 | $95.00 | $250 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $18,500 | $10,000 | $25,000 | $1,200 | $21,500 | $150,000 | 2% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 210 FT | $85.00 | $75.00 | $117 | $61.00 | $90.00 | $100 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 32 CY | $500 | $270 | $425 | $285 | $850 | $1,250 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 100 CY | $135 | $90.00 | $145 | $180 | $125 | $125 | 2% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 224 FT | $55.00 | $51.00 | $57.00 | $72.00 | $70.00 | $95.00 | 1% |
| 524E95000 DRILLED SHAFTS, MISC.:PLUG PILE, 30" DIAMETER, UNR | 180 FT | $66.00 | $82.00 | $75.00 | $64.00 | $70.00 | $185 | 1% |
| $60.00 |
| $50.00 |
| 202E38000 GUARDRAIL REMOVED | 938 FT | $2.50 | $2.00 | $1.50 | $5.10 | $1.50 | $10.00 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 15" | 34 FT | $45.00 | $90.00 | $30.00 | $218 | $50.00 | $150 |
| 203E10000 EXCAVATION | 453 CY | $19.00 | $24.00 | $18.00 | $28.50 | $7.00 | $35.00 |
| 203E20000 EMBANKMENT | 633 CY | $15.50 | $28.00 | $20.00 | $24.39 | $15.00 | $45.00 |
| 204E10000 SUBGRADE COMPACTION | 852 SY | $2.00 | $3.00 | $5.00 | $8.17 | $6.00 | $11.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT W | 11 SY | $177 | $160 | $150 | $190 | $100 | $310 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $110 | $100 | $100 | $250 | $146 | $450 |
| 659E00300 TOPSOIL | 114 CY | $21.00 | $25.00 | $30.00 | $4.12 | $25.87 | $75.00 |
| 659E10000 SEEDING AND MULCHING | 1,031 SY | $2.00 | $2.85 | $2.85 | $22.00 | $2.58 | $12.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 52 SY | $4.00 | $2.85 | $2.85 | $10.60 | $0.68 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $600 | $800 | $800 | $1,772 | $664 | $3,500 |
| 659E31000 LIME | 0.21 ACRE | $800 | $80.00 | $80.00 | $586 | $156 | $1,000 |
| 659E35000 WATER | 6 MGAL | $0.01 | $1.00 | $1.00 | $10.00 | $1.00 | $150 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 2 CY | $2,400 | $2,500 | $2,200 | $588 | $5,000 | $3,000 |
| 611E04200 12" CONDUIT, TYPE A ,707.33 | 11 FT | $95.50 | $112 | $150 | $181 | $200 | $425 |
| 611E05700 15" CONDUIT, TYPE A | 75 FT | $117 | $80.00 | $150 | $183 | $175 | $200 |
| 611E07200 18" CONDUIT, TYPE A ,707.33 | 29 FT | $220 | $105 | $135 | $191 | $225 | $250 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 1,517 SY | $6.50 | $5.50 | $6.00 | $7.50 | $6.00 | $9.00 |
| 407E10000 TACK COAT | 235 GAL | $2.50 | $3.50 | $2.00 | $2.25 | $2.00 | $5.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 173 GAL | $7.00 | $5.00 | $6.00 | $6.50 | $6.00 | $10.00 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (37 CY | $271 | $285 | $225 | $250 | $225 | $325 |
| 621E00100 RPM | 19 EACH | $181 | $130 | $150 | $180 | $150 | $75.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 19 EACH | $7.00 | $25.00 | $12.18 | $13.29 | $15.56 | $200 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 20 EACH | $10.00 | $15.00 | $9.50 | $24.50 | $8.40 | $75.00 |
| 646E10010 EDGE LINE, 6" | 0.56 MILE | $5,000 | $16,000 | $4,500 | $15,843 | $4,992 | $2,500 |
| 646E10200 CENTER LINE | 0.28 MILE | $7,500 | $16,500 | $9,000 | $20,225 | $7,490 | $2,500 |
| 614E11630 INCREASED BARRIER DELINEATION | 170 FT | $2.00 | $1.50 | $1.00 | $1.80 | $1.50 | $2.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $3,000 | $1,980 | $2,520 | $1,980 | $5,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $1,200 | $1,500 | $19,000 | $700 | $2,450 | $12,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 23 EACH | $20.00 | $20.00 | $10.00 | $21.60 | $18.00 | $25.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 23 EACH | $25.00 | $25.00 | $14.00 | $28.80 | $24.00 | $50.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.36 MILE | $15,000 | $12,300 | $12,285 | $14,472 | $12,285 | $18,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.28 MILE | $2,800 | $2,350 | $2,350 | $2,820 | $2,350 | $3,500 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.58 MILE | $10,500 | $9,100 | $8,880 | $10,656 | $8,880 | $13,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.56 MILE | $1,400 | $1,350 | $1,325 | $1,595 | $1,325 | $2,000 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 44 FT | $7.00 | $12.00 | $12.00 | $14.40 | $12.00 | $20.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $7,000 | $1,500 | $30,000 | $15,000 | $40,000 | $10,000 |
| 616E10000 WATER | 5 MGAL | $0.01 | $5.00 | $35.00 | $10.00 | $80.00 | $500 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 303 CY | $11.50 | $55.50 | $17.00 | $27.19 | $180 | $55.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 174 LB | $1.00 | $15.00 | $7.00 | $16.00 | $8.00 | $10.00 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 3 CY | $1,300 | $2,000 | $2,500 | $273 | $4,000 | $3,500 |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE LAGGING PANEL NO | 11 EACH | $272 | $180 | $300 | $185 | $200 | $450 |
| 511E81300 CONCRETE, MISC.: PRECAST CONCRETE LAGGING PANEL NO | 2 EACH | $581 | $560 | $500 | $185 | $400 | $450 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 244 FT | $10.00 | $8.00 | $6.00 | $9.77 | $10.00 | $25.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 12 FT | $20.00 | $20.00 | $40.00 | $14.58 | $25.00 | $150 |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 219 FT | $47.00 | $54.00 | $60.00 | $52.00 | $70.00 | $70.00 |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 136 FT | $85.00 | $103 | $117 | $83.00 | $95.00 | $150 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $300 | $300 | $225 | $1,800 | $500 | $965 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $15,000 | $7,465 | $22,846 | $13,000 | $1,500 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $700 | $1,000 | $3,000 | $1,479 | $2,500 | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,400 | $5,000 | $10,000 | $3,900 | $4,000 | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00201 STEEL PILES HP12X53, FURNISHED, AS PER PLAN | 5,090 FT | $45 | $229k | 22% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 2,608 FT | $43 | $112k | 11% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 1,245 FT | $55 | $68k | 7% |
| 524E95000 DRILLED SHAFTS, MISC.:PLUG PILE, 24" DIAMETER, UNR | 1,130 FT | $48 | $54k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $52,000 | $52k | 5% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 937.5 FT | $39 | $37k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 130 CY | $250 | $33k | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 79 CY | $410 | $32k | 3% |
| 507E00301 STEEL PILES HP14X73, FURNISHED, AS PER PLAN | 510 FT | $61.5 | $31k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,150 FT | $21.5 | $25k | 2% |