SCI-SR 335-09.38 Slide Repair
SCI County · est $0.3M
Bid dateThursday, May 12—
SCI County · est $0.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 39 more items below.
| Item | Quantity | R1Allard Excavation LLC | R2D G M INC | R3Ohio-west Virginia Excavating CO | R4Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|
| 524E94701 DRILLED SHAFTS, 36" DIAMETER, AS PER PLAN | 520 FT | $60.00 | $96.00 | $100 | $91.00 | 14% |
| 507E00400 STEEL PILES, MISC.: HP12X53 | 520 FT | $57.00 | $64.00 | $46.00 | $53.00 | 13% |
| 624E10000 MOBILIZATION | 1 LS | $28,500 | $5,000 | $31,000 | $18,000 | 12% |
| 899E10000 CURED-IN-PLACE PIPE LINER (18" DIAMETER) | 100 FT | $263 | $350 | $300 | $425 | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,200 | $17,500 | $25,000 | $50,000 | 8% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 33 CY | $480 | $495 | $315 | $450 |
| Item | Quantity | R1Allard Excavation LLC | R2D G M INC | R3Ohio-west Virginia Excavating CO | R4Alan Stone CO INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,125 | $11,000 | $5,000 | $4,000 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $140 | $200 | $900 | $1,250 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN, ASPHALT | 194 SY | $6.00 | $12.00 | $7.00 | $13.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 10 FT | $7.25 | $50.00 | $40.00 | $29.00 |
| 202E38000 GUARDRAIL REMOVED |
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 →
| 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 29 CY | $465 | $480 | $228 | $400 | 6% |
| 524E95000 DRILLED SHAFTS, MISC.: 36" DIAMETER PLUG PILE - 10 | 240 FT | $55.50 | $75.00 | $110 | $94.00 | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" DEPTH) | 267 SY | $26.25 | $27.00 | $8.00 | $35.00 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 150 FT | $37.28 | $40.00 | $100 | $46.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,400 | $10,000 | $2,500 | $7,500 | 2% |
| 622E41111 PORTABLE BARRIER, ANCHORED, AS PER PLAN | 160 FT | $31.00 | $30.00 | $63.00 | $51.00 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $1,500 | $1,250 | $850 | $500 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 41 CY | $93.00 | $85.00 | $110 | $67.00 | 2% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $95.00 | $40.00 | $60.00 | $70.00 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,900 | $2,200 | $2,700 | $2,500 | 2% |
| 304E20000 AGGREGATE BASE | 39 CY | $96.05 | $100 | $75.00 | $92.00 | 2% |
| 602E20000 CONCRETE MASONRY | 0.7 CY | $4,921 | $2,000 | $3,900 | $4,500 | 2% |
| 621E00100 RPM | 2 EACH | $1,600 | $1,200 | $1,500 | $1,600 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,200 | $10,000 | $10,000 | $4,000 | 1% |
| 165 FT |
| $2.65 |
| $1.00 |
| $5.00 |
| $4.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $140 | $300 | $725 | $167 |
| 203E10000 EXCAVATION | 29 CY | $14.00 | $30.00 | $45.00 | $16.50 |
| 203E20000 EMBANKMENT | 43 CY | $13.00 | $25.00 | $45.00 | $7.00 |
| 204E10000 SUBGRADE COMPACTION | 152 SY | $3.25 | $7.00 | $1.00 | $4.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $105 | $70.00 | $185 | $220 |
| 606E20050 ROUNDED END SECTION | 1 EACH | $60.00 | $60.00 | $150 | $70.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 1 EACH | $2,450 | $2,500 | $4,500 | $2,850 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 2 CY | $118 | $200 | $350 | $169 |
| 659E10000 SEEDING AND MULCHING | 181 SY | $3.25 | $7.00 | $5.00 | $15.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 9 SY | $0.05 | $0.05 | $5.00 | $20.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.02 TON | $500 | $1,000 | $3,500 | $600 |
| 659E31000 LIME | 0.04 ACRE | $500 | $100 | $2,500 | $800 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 | $0.01 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E07200 18" CONDUIT, TYPE A, 707.01 | 10 FT | $197 | $250 | $88.00 | $212 |
| 407E10000 TACK COAT | 55 GAL | $2.00 | $2.00 | $5.00 | $15.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $4.25 | $1.00 | $52.00 | $50.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 3 EACH | $15.00 | $15.00 | $10.00 | $10.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.06 MILE | $15,500 | $22,000 | $15,000 | $15,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $29,900 | $30,000 | $30,000 | $29,900 |
| 614E11630 INCREASED BARRIER DELINEATION | 160 FT | $1.85 | $3.50 | $3.50 | $3.45 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 6 EACH | $12.50 | $30.00 | $78.00 | $78.00 |
| 614E13314 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 3 EACH | $12.50 | $30.00 | $140 | $140 |
| 614E13360 OBJECT MARKER, TWO WAY | 12 EACH | $12.50 | $30.00 | $45.00 | $45.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $8,667 | $15,000 | $13,000 | $12,875 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.11 MILE | $7,982 | $10,000 | $10,000 | $9,990 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 23 FT | $5.00 | $15.00 | $12.00 | $12.00 |
| 616E10000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 60 FT | $28.00 | $22.00 | $45.00 | $21.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 41 CY | $9.75 | $20.00 | $44.00 | $24.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 122 FT | $7.50 | $20.00 | $4.00 | $10.50 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 19 FT | $7.75 | $20.00 | $5.00 | $10.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $160 | $250 | $170 | $217 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $240 | $300 | $168 | $600 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94701 DRILLED SHAFTS, 36" DIAMETER, AS PER PLAN | 520 FT | $60 | $31k | 13% |
| 507E00400 STEEL PILES, MISC.: HP12X53 | 520 FT | $57 | $30k | 12% |
| 624E10000 MOBILIZATION | 1 LS | $28,500 | $29k | 11% |
| 899E10000 CURED-IN-PLACE PIPE LINER (18" DIAMETER) | 100 FT | $263 | $26k | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,200 | $18k | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 33 CY | $480 | $16k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 29 CY | $465 | $13k | 5% |
| 524E95000 DRILLED SHAFTS, MISC.: 36" DIAMETER PLUG PILE - 10 | 240 FT | $55.5 | $13k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" DEPTH) | 267 SY | $26.25 | $7k | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 150 FT | $37.28 | $6k | 2% |