Gal-SR 7-19.94
Gallia County · est $2.2M
Bid dateThursday, January 16—
Gallia County · est $2.2M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 48 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Kokosing Construction Company INC | R4Allard Excavation LLC | % of bid |
|---|---|---|---|---|---|---|
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 2,664 FT | $190 | $200 | $140 | $125 | 22% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W27X146 | 3,706 FT | $131 | $125 | $148 | $139 | 21% |
| 524E95000 DRILLED SHAFTS, MISC.:42" PERMANENT CASING | 2,664 FT | $160 | $170 | $230 | $361 | 18% |
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 780 FT | $410 | $240 | $200 | $129 | 14% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 950 FT | $160 | $140 | $110 | $90.00 | 7% |
| 524E95000 DRILLED SHAFTS, MISC.:36" PERMANENT CASING | 950 FT | $130 | $160 | $195 |
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Kokosing Construction Company INC | R4Allard Excavation LLC |
|---|---|---|---|---|---|
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 138 SY | $25.00 | $30.00 | $35.00 | $7.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 5 FT | $140 | $22.00 | $75.00 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 214 FT | $6.50 | $3.00 | $3.00 | $3.00 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 2 EACH | $450 | $175 | $200 | $50.00 |
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 →
| $427 |
| 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $65,000 | $16,000 | $80,000 | $43,948 | 3% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,320 SF | $25.00 | $30.00 | $30.00 | $164 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $32,000 | $105,000 | $130,000 | $177,056 | 1% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 106 CY | $290 | $275 | $275 | $318 | 1% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (68 CY | $320 | $320 | $320 | $366 | 1% |
| 611E13200 30" CONDUIT, TYPE A | 75 FT | $270 | $300 | $375 | $292 | 1% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 72 CY | $280 | $425 | $425 | $486 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 850 FT | $20.00 | $35.00 | $25.00 | $27.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,000 | $14,499 | $10,000 | $21,472 | 1% |
| 511E52110 CLASS QC MS CONCRETE | 56 CY | $290 | $255 | $340 | $408 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $13,000 | $15,000 | $12,000 | $23,517 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $1,500 | $10,000 | $3,931 | 1% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 137 CY | $85.00 | $115 | $80.00 | $112 | 0% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,700 | $2,400 | $3,500 | $1,800 | 0% |
| 1 EACH |
| $450 |
| $500 |
| $350 |
| $393 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT24" | 93 FT | $45.00 | $50.00 | $40.00 | $46.00 |
| 202E98100 REMOVAL MISC.:CONCRETE OUTLET APRON | 1 EACH | $350 | $250 | $1,500 | $281 |
| 202E98100 REMOVAL MISC.:STAND PIPE | 1 EACH | $900 | $250 | $350 | $459 |
| 203E10000 EXCAVATION | 156 CY | $30.00 | $40.00 | $95.00 | $32.00 |
| 203E20000 EMBANKMENT | 236 CY | $15.00 | $25.00 | $45.00 | $24.00 |
| 204E10000 SUBGRADE COMPACTION | 349 SY | $7.00 | $10.00 | $7.00 | $3.00 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLANVAR | 254 SY | $40.00 | $32.00 | $32.00 | $37.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 200 FT | $25.00 | $22.50 | $19.98 | $23.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 337.5 FT | $25.00 | $24.00 | $21.46 | $25.00 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $75.00 | $70.00 | $55.00 | $63.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,400 | $1,250 | $1,000 | $1,143 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 3 CY | $480 | $190 | $750 | $76.00 |
| 659E10000 SEEDING AND MULCHING | 1,544 SY | $2.00 | $2.45 | $2.45 | $2.45 |
| 659E20000 COMMERCIAL FERTILIZER | 0.21 TON | $620 | $1,435 | $1,507 | $571 |
| 659E31000 LIME | 0.32 ACRE | $890 | $200 | $200 | $571 |
| 659E35000 WATER | 4.17 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 1.2 CY | $2,200 | $2,550 | $3,500 | $4,725 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 443 FT | $15.00 | $19.00 | $25.00 | $27.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $420 | $350 | $400 | $336 |
| 304E20000 AGGREGATE BASE | 93 CY | $85.00 | $120 | $132 | $77.00 |
| 407E20000 NON-TRACKING TACK COAT | 211 GAL | $5.00 | $4.00 | $3.90 | $4.00 |
| 408E10000 PRIME COAT | 138 GAL | $15.00 | $10.00 | $5.00 | $6.00 |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (12 CY | $660 | $395 | $395 | $451 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $870 | $275 | $275 | $314 |
| 617E10100 COMPACTED AGGREGATE | 29 CY | $150 | $145 | $140 | $78.00 |
| 621E00100 RPM | 20 EACH | $190 | $175 | $175 | $200 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 20 EACH | $20.00 | $12.00 | $25.00 | $8.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(BIDIRECTIONAL) | 12 EACH | $15.00 | $12.00 | $10.00 | $11.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.3 MILE | $3,100 | $2,800 | $2,800 | $3,200 |
| 642E00300 CENTER LINE, TYPE 1 | 0.15 MILE | $5,700 | $5,200 | $5,200 | $5,942 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $1,100 | $41,000 | $30,000 | $6,073 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BIDIRECTIONAL) | 17 EACH | $50.00 | $8.00 | $45.00 | $11.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 17 EACH | $55.00 | $12.00 | $48.00 | $11.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.31 MILE | $5,600 | $5,075 | $10,450 | $5,799 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $15.00 | $14.00 | $14.00 | $16.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $10,500 | $12,000 | $4,500 | $5,074 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 85 SY | $70.00 | $165 | $160 | $119 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25.00 | $22,100 | $23,000 | $10,037 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 20 CY | $500 | $450 | $610 | $429 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 233 FT | $9.00 | $4.00 | $12.00 | $6.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 38 FT | $6.00 | $25.00 | $35.00 | $6.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 3 FT | $260 | $180 | $150 | $1,908 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 2,664 FT | $190 | $506k | 20% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W27X146 | 3,706 FT | $131 | $485k | 20% |
| 524E95000 DRILLED SHAFTS, MISC.:42" PERMANENT CASING | 2,664 FT | $160 | $426k | 17% |
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 780 FT | $410 | $320k | 13% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 950 FT | $160 | $152k | 6% |
| 524E95000 DRILLED SHAFTS, MISC.:36" PERMANENT CASING | 950 FT | $130 | $124k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $65,000 | $65k | 3% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,320 SF | $25 | $33k | 1% |
| 624E10000 MOBILIZATION | 1 LS | $32,000 | $32k | 1% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 106 CY | $290 | $31k | 1% |