SCI-US 52-15.06
SCI County · est $1.5M
Bid dateThursday, April 10—
SCI County · est $1.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 62 more items below.
| Item | Quantity | R1Allard Excavation LLC | R2D G M INC | R3Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $299,000 | $419,000 | $340,000 | 18% |
| 203E20000 EMBANKMENT | 11,056 CY | $25.00 | $20.50 | $35.00 | 17% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,069 CY | $199 | $205 | $260 | 13% |
| 507E00400 STEEL PILES, MISC.: W33X169 STEEL BEAM, FURNISHED, | 1,035 FT | $175 | $193 | $150 | 11% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 733 FT | $125 | $110 | $130 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $85,000 | $100,000 | $50,000 | 5% |
| 202E23000 PAVEMENT REMOVED | 5,994 SY | $14.00 | $7.00 | $20.00 | 5% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (229 CY | $287 | $294 | $290 | 4% |
| 304E20000 AGGREGATE BASE | 1,011 CY | $61.00 | $90.00 | $70.00 | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 163 CY | $230 | $236 | $300 | 2% |
| 622E41110 PORTABLE BARRIER, ANCHORED | 1,430 FT | $25.53 | $24.00 | $26.00 | 2% |
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 230 FT | $139 | $400 | $235 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $31,080 | $12,000 | $23,000 | 2% |
| 832E30000 EROSION CONTROL | 30,000 EACH | $1.00 | $1.00 | $1.00 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,135 | $2,200 | $2,500 | 2% |
| 659E00300 TOPSOIL | 883 CY | $32.00 | $20.00 | $20.00 | 2% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $25,847 | $12,000 | $17,500 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 960 FT | $19.84 | $17.00 | $20.00 | 1% |
| 605E31100 AGGREGATE DRAINS | 1,029 FT | $16.00 | $15.00 | $9.50 | 1% |
| 611E13200 30" CONDUIT, TYPE A, 706.02 | 37 FT | $422 | $405 | $420 | 1% |
| Item | Quantity | R1Allard Excavation LLC | R2D G M INC | R3Alan Stone CO INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $11,634 | $25,000 | $12,000 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $196 | $500 | $480 |
| 202E38000 GUARDRAIL REMOVED | 1,803 FT | $3.00 | $1.00 | $3.00 |
| 202E53100 MAILBOX REMOVED | 2 EACH | $54.00 | $50.00 | $130 |
| 202E75000 FENCE REMOVED | 439 FT | $2.00 | $5.00 | $4.50 |
| 202E75250 GATE REMOVED | 1 EACH | $48.00 |
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 →
| $100 |
| $480 |
| 203E10000 EXCAVATION | 329 CY | $18.00 | $30.00 | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 5,216 SY | $2.00 | $3.00 | $3.50 |
| 204E45000 PROOF ROLLING | 2 HOUR | $259 | $75.00 | $220 |
| 606E15050 GUARDRAIL, TYPE MGS | 675 FT | $21.10 | $24.00 | $25.00 |
| 606E20000 FLARED END SECTION | 1 EACH | $40.00 | $80.00 | $80.00 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $60.00 | $80.00 | $80.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E (MASH 2016) | 1 EACH | $2,260 | $2,800 | $2,800 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 4 EACH | $1,050 | $1,200 | $1,200 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 10 EACH | $1,134 | $1,000 | $1,400 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 2 EACH | $200 | $200 | $100 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 45 CY | $64.00 | $120 | $280 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 7,952 SY | $1.00 | $1.35 | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 398 SY | $0.05 | $0.05 | $2.00 |
| 659E15000 INTER-SEEDING | 398 SY | $0.05 | $0.05 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 1.07 TON | $500 | $1,500 | $600 |
| 659E31000 LIME | 1.64 ACRE | $500 | $300 | $800 |
| 659E35000 WATER | 43 MGAL | $1.00 | $1.00 | $100 |
| 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B | 931 SY | $3.00 | $2.50 | $9.00 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 81 SY | $3.00 | $2.50 | $13.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,406 | $3,000 | $2,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $13,302 | $7,500 | $8,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $9,970 | $9,000 | $9,200 |
| 602E20000 CONCRETE MASONRY | 0.6 CY | $5,768 | $2,500 | $2,100 |
| 407E20000 NON-TRACKING TACK COAT | 775 GAL | $3.90 | $3.90 | $6.50 |
| 422E11000 AGGREGATE, SINGLE CHIP SEAL, TYPE A | 643 SY | $14.35 | $14.00 | $40.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $590 | $600 | $1,200 |
| 621E00100 RPM | 23 EACH | $165 | $165 | $190 |
| 625E31510 PULL BOX REMOVED | 3 EACH | $250 | $250 | $290 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 17 EACH | $10.00 | $13.00 | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 61 FT | $15.00 | $20.00 | $15.00 |
| 630E80100 SIGN, FLAT SHEET | 45.9 SF | $22.00 | $25.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 11 EACH | $12.00 | $20.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 8 EACH | $12.00 | $20.00 | $25.00 |
| 631E92001 SIGN FLASHER ASSEMBLY, AS PER PLAN | 1 EACH | $10,300 | $12,000 | $12,000 |
| 631E94490 REMOVAL, MISC.: REMOVAL OF SIGN FLASHER ASSEMBLY | 1 EACH | $1,136 | $1,000 | $1,100 |
| 631E97900 SIGN LIGHTING, MISC.: REMOVAL OF ELECTRICAL CONDUI | 686 FT | $2.00 | $1.50 | $1.00 |
| 644E00104 EDGE LINE, 6" | 0.54 MILE | $8,580 | $9,000 | $9,600 |
| 644E00300 CENTER LINE | 0.34 MILE | $11,440 | $12,000 | $12,000 |
| 644E00500 STOP LINE | 12 FT | $13.00 | $13.00 | $8.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 109 FT | $13.00 | $10.00 | $8.50 |
| 644E00900 ISLAND MARKING | 48 SF | $10.00 | $5.00 | $8.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 1 EACH | $900 | $1,000 | $570 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 50 CY | $74.00 | $60.00 | $80.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $85.00 | $70.00 | $95.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 2,390 FT | $1.50 | $2.00 | $1.50 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $200 | $150 | $265 |
| 614E13360 OBJECT MARKER, TWO WAY | 54 EACH | $36.00 | $40.00 | $40.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $1,025 | $1,500 | $1,700 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.01 MILE | $56,570 | $60,000 | $60,000 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.99 MILE | $7,750 | $9,000 | $8,000 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 118 FT | $2.75 | $3.00 | $3.00 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $14.00 | $15.00 | $15.00 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 84 SY | $151 | $100 | $275 |
| 616E10000 WATER | 24 MGAL | $1.00 | $1.00 | $0.10 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,100 | $59,000 | $22,600 |
| 619E16010 FIELD OFFICE, TYPE B | 7 MNTH | $1,500 | $1,250 | $1,400 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $299,000 | $299k | 16% |
| 203E20000 EMBANKMENT | 11,056 CY | $25 | $276k | 15% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,069 CY | $199 | $213k | 11% |
| 507E00400 STEEL PILES, MISC.: W33X169 STEEL BEAM, FURNISHED, | 1,035 FT | $175 | $181k | 10% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 733 FT | $125 | $92k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $85,000 | $85k | 4% |
| 202E23000 PAVEMENT REMOVED | 5,994 SY | $14 | $84k | 4% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (229 CY | $287 | $66k | 3% |
| 304E20000 AGGREGATE BASE | 1,011 CY | $61 | $62k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 163 CY | $230 | $37k | 2% |