Gal-SR 141-04.52
Gallia County · est $0.8M
Bid dateThursday, August 13—
Gallia County · est $0.8M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 42 more items below.
| Item | Quantity | R1Allard Excavation LLC | R2Axis Civil Construction LLC | R3Parker Corporation | R4D G M INC | R5Shelly & Sands INC | R6Complete General Construction Company | R7Alan Stone CO INC | R8Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|
| 611E96471 18' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN | 78 FT | $1,562 | $1,535 | $1,301 | $1,610 | $1,634 | $1,600 | $1,300 | $1,815 | 21% |
| 611E94911 8' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 82 FT | $750 | $775 | $661 | $905 | $820 | $675 |
| Item | Quantity | R1Allard Excavation LLC | R2Axis Civil Construction LLC | R3Parker Corporation | R4D G M INC | R5Shelly & Sands INC | R6Complete General Construction Company | R7Alan Stone CO INC | R8Eclipse CO LLC |
|---|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,350 | $5,000 | $24,200 | $22,000 | $8,612 | $17,000 | $9,000 | $19,500 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $4,900 | $18,000 | $12,000 | $20,000 | $10,000 | $20,000 |
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 →
| $645 |
| $771 |
| 11% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 710 CY | $77.25 | $90.00 | $120 | $100 | $131 | $160 | $137 | $115 | 10% |
| 624E10000 MOBILIZATION | 1 LS | $39,712 | $22,000 | $26,200 | $20,000 | $20,000 | $20,000 | $47,000 | $48,829 | 7% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 94.4 CY | $375 | $390 | $550 | $500 | $782 | $425 | $695 | $726 | 6% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $35,000 | $22,000 | $32,200 | $37,500 | $14,874 | $50,000 | $64,000 | $26,000 | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 106 CY | $265 | $270 | $331 | $335 | $265 | $265 | $313 | $292 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 100 CY | $280 | $290 | $339 | $340 | $280 | $280 | $331 | $308 | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 32 CY | $825 | $1,100 | $650 | $800 | $1,965 | $1,300 | $935 | $1,637 | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 11,617 LB | $2.05 | $1.40 | $1.25 | $1.50 | $2.25 | $2.00 | $2.00 | $2.00 | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 282 SY | $64.00 | $85.00 | $75.00 | $80.00 | $53.00 | $75.00 | $82.50 | $95.25 | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $16,750 | $500 | $200 | $2,000 | $6,800 | $5,000 | $8,300 | $17,190 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $13,000 | $15,000 | $6,000 | $29,000 | $50,000 | $35,000 | $60,000 | $72,700 | 2% |
| 304E20000 AGGREGATE BASE | 135 CY | $90.30 | $95.00 | $65.00 | $90.00 | $101 | $75.00 | $98.00 | $68.25 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $9,750 | $7,500 | $24,200 | $7,500 | $14,640 | $2,000 | $14,000 | $29,500 | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 5 EACH | $1,900 | $1,750 | $1,500 | $1,800 | $1,950 | $2,270 | $2,300 | $1,976 | 2% |
| 512E33000 TYPE 2 WATERPROOFING | 391 SY | $22.50 | $16.00 | $14.00 | $14.00 | $22.50 | $22.50 | $18.50 | $25.00 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 123 CY | $69.60 | $85.00 | $65.00 | $85.00 | $115 | $105 | $101 | $70.00 | 2% |
| 203E10000 EXCAVATION | 773 CY | $10.25 | $22.00 | $20.00 | $25.00 | $29.00 | $20.00 | $19.00 | $23.75 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 310 FT | $24.75 | $13.00 | $10.00 | $18.00 | $19.50 | $29.00 | $27.00 | $30.75 | 1% |
| $23,000 |
| $18,000 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $204 | $750 | $1,000 | $300 | $1,250 | $7,000 | $1,700 | $1,076 |
| 202E32600 GUTTER REMOVED | 32 FT | $4.05 | $13.00 | $10.00 | $10.00 | $22.00 | $15.00 | $12.00 | $8.50 |
| 202E38000 GUARDRAIL REMOVED | 500 FT | $1.80 | $2.70 | $2.00 | $1.00 | $2.50 | $1.80 | $2.50 | $4.00 |
| 203E20000 EMBANKMENT | 272 CY | $7.62 | $22.00 | $20.00 | $25.00 | $14.00 | $29.00 | $8.00 | $41.50 |
| 204E10000 SUBGRADE COMPACTION | 637 SY | $2.05 | $1.50 | $0.50 | $7.00 | $5.00 | $7.50 | $3.50 | $2.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 350 FT | $21.25 | $25.00 | $35.00 | $18.50 | $25.00 | $21.20 | $29.50 | $31.21 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 3 EACH | $2,520 | $2,250 | $2,500 | $3,300 | $2,250 | $2,520 | $2,700 | $2,312 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,080 | $900 | $1,000 | $1,000 | $900 | $1,080 | $1,100 | $850 |
| 659E10000 SEEDING AND MULCHING | 2,297 SY | $1.25 | $1.60 | $1.00 | $3.00 | $1.75 | $1.60 | $2.50 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.2 TON | $575 | $610 | $2,500 | $650 | $500 | $610 | $650 | $545 |
| 659E31000 LIME | 0.47 ACRE | $575 | $75.00 | $1,064 | $80.00 | $200 | $75.00 | $832 | $218 |
| 659E35000 WATER | 6 MGAL | $1.00 | $1.00 | $0.05 | $1.00 | $1.00 | $1.00 | $72.50 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,500 | $22,000 | $2,000 | $4,500 | $26,500 | $45,000 | $3,800 | $20,590 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1.4 CY | $5,000 | $1,400 | $650 | $1,250 | $5,636 | $4,500 | $4,800 | $3,027 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 169 SY | $23.50 | $22.50 | $12.00 | $35.00 | $23.50 | $23.50 | $49.50 | $17.75 |
| 512E33010 TYPE 3 WATERPROOFING | 185 SY | $29.50 | $36.00 | $18.00 | $22.00 | $29.50 | $29.50 | $33.50 | $37.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 80 SF | $1.50 | $1.00 | $5.00 | $12.00 | $1.50 | $15.00 | $1.50 | $4.25 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $6,200 | $6,500 | $2,400 | $5,000 | $9,004 | $9,000 | $12,000 | $3,513 |
| 605E31100 AGGREGATE DRAINS | 88 FT | $22.00 | $12.00 | $10.00 | $20.00 | $16.00 | $20.00 | $20.00 | $13.25 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=2 IN. AVG.) | 841 SY | $8.25 | $12.00 | $8.00 | $9.00 | $8.25 | $8.25 | $9.50 | $7.25 |
| 407E10000 TACK COAT | 139 GAL | $2.00 | $3.00 | $8.00 | $8.00 | $1.75 | $1.75 | $2.00 | $2.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $7.50 | $35.00 | $20.00 | $1.00 | $14.00 | $25.00 | $34.50 | $8.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 , BIDIRECTIONAL | 11 EACH | $8.00 | $8.00 | $10.00 | $8.00 | $8.00 | $8.00 | $9.50 | $7.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 12 FT | $25.00 | $15.00 | $15.00 | $12.00 | $15.00 | $25.00 | $17.50 | $11.50 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $45.00 | $10.00 | $50.00 | $50.00 | $45.00 | $45.00 | $53.00 | $52.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $85.00 | $75.00 | $50.00 | $100 | $50.00 | $85.00 | $59.00 | $67.50 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $10.00 | $15.00 | $20.00 | $20.00 | $15.00 | $10.00 | $17.50 | $98.75 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.14 MILE | $5,860 | $5,860 | $5,860 | $6,000 | $5,860 | $5,860 | $6,900 | $10,400 |
| 642E00300 CENTER LINE, TYPE 1 | 0.1 MILE | $8,250 | $8,250 | $8,250 | $9,000 | $8,250 | $8,250 | $9,700 | $10,400 |
| 642E00500 STOP LINE, TYPE 1 | 15 FT | $14.00 | $14.00 | $14.00 | $15.00 | $14.00 | $14.00 | $16.50 | $4.25 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $59.20 | $110 | $65.00 | $50.00 | $100 | $85.00 | $219 | $100 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $250 | $120 | $135 | $160 | $300 | $195 | $520 | $374 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 10 EACH | $32.00 | $7.00 | $10.00 | $20.00 | $12.00 | $32.00 | $38.00 | $11.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 10 EACH | $34.00 | $10.00 | $10.00 | $20.00 | $18.00 | $34.00 | $40.00 | $15.50 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.12 MILE | $11,500 | $11,500 | $6,000 | $12,000 | $11,500 | $11,500 | $14,000 | $21,840 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.2 MILE | $6,750 | $6,750 | $3,600 | $7,000 | $6,750 | $6,750 | $8,000 | $21,840 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 30 FT | $12.50 | $12.50 | $10.00 | $13.00 | $12.50 | $12.50 | $15.00 | $4.25 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $2,750 | $3,500 | $5,000 | $1,000 | $2,000 | $20,000 | $4,400 | $25,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,989 | $6,000 | $28,900 | $12,500 | $4,645 | $8,500 | $5,700 | $14,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96471 18' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN | 78 FT | $1,562 | $122k | 18% |
| 611E94911 8' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 82 FT | $750 | $62k | 9% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 710 CY | $77.25 | $55k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $39,712 | $40k | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 94.4 CY | $375.05 | $35k | 5% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $35,000 | $35k | 5% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 106 CY | $265 | $28k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 100 CY | $280 | $28k | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 32 CY | $824.6 | $26k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 11,617 LB | $2.05 | $24k | 4% |