Ric-IR 71-15.76
Richland County · est $0.9M
Bid dateThursday, January 30—
Richland County · est $0.9M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 22 more items below.
| Item | Quantity | R1Smith Paving & Excavating INC | R2Shelly & Sands INC | R3Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|
| 622E10161 CONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLA | 3,240 FT | $175 | $127 | $162 | 38% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $297,000 | $459,000 | $333,500 | 20% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 4,290 FT | $39.00 | $20.00 | $30.00 | 11% |
| 862E00500 SCALING | 125 HOUR | $750 | $625 | $775 | 6% |
| 452E13010 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 900 SY | $101 | $150 | $178 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $75,000 | $80,000 | $83,000 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $50,000 | $129,000 |
| Item | Quantity | R1Smith Paving & Excavating INC | R2Shelly & Sands INC | R3Great Lakes Construction CO |
|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 455 FT | $2.00 | $2.00 | $3.00 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 1 EACH | $135 | $135 | $250 |
| 204E10000 SUBGRADE COMPACTION | 1,080 SY | $2.50 | $10.00 | $2.50 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,740 | $2,740 | $2,200 |
| 622E25051 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 1 EACH | $6,250 | $6,500 | $3,775 |
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 →
| $24,000 |
| 3% |
| 622E10201 BARRIER TRANSITION, AS PER PLAN | 3 EACH | $12,500 | $6,500 | $15,000 | 2% |
| 659E00300 TOPSOIL | 323 CY | $68.00 | $50.00 | $60.00 | 1% |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D (REINFORCED) | 3 EACH | $5,500 | $6,500 | $8,600 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $9,500 | $15,000 | 1% |
| 304E20000 AGGREGATE BASE | 180 CY | $80.00 | $93.00 | $155 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $2,500 | $5,500 | $6,000 | 1% |
| 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 3 EACH | $2,625 | $2,625 | $2,350 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $95.00 | $110 | $100 | 1% |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 8 SNMT | $950 | $1,000 | $750 | 1% |
| 862E00611 EXCAVATION, AS PER PLAN | 125 CY | $60.00 | $75.00 | $90.00 | 0% |
| 203E20000 EMBANKMENT | 250 CY | $29.00 | $45.00 | $82.00 | 0% |
| 606E15050 GUARDRAIL, TYPE MGS | 300 FT | $21.20 | $22.00 | $18.00 | 0% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 1.41 MILE | $4,500 | $4,900 | $11,400 | 0% |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (ONE WAY) | 8 EACH | $12.50 | $13.00 | $10.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $150 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 2,906 SY | $2.00 | $1.50 | $3.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 145 SY | $3.00 | $1.50 | $1.25 |
| 659E15000 INTER-SEEDING | 145 SY | $3.00 | $1.50 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.4 TON | $2,000 | $1,250 | $750 |
| 659E31000 LIME | 0.6 ACRE | $800 | $150 | $50.00 |
| 659E35000 WATER | 16.08 MGAL | $20.00 | $1.00 | $1.25 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,560 | $2,250 | $2,000 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 4 EACH | $275 | $275 | $150 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 86 EACH | $20.00 | $10.00 | $6.50 |
| 614E13350 OBJECT MARKER, ONE WAY | 86 EACH | $25.00 | $15.00 | $14.65 |
| 614E20210 WORK ZONE LANE LINE, CLASS I, 6", 740.06, TYPE I ( | 0.32 MILE | $5,950 | $6,500 | $8,850 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I ( | 0.6 MILE | $10,000 | $10,750 | $11,800 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 1,680 FT | $2.75 | $3.00 | $2.45 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $25,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 622E10161 CONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLA | 3,240 FT | $175 | $567k | 36% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $297,000 | $297k | 19% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 4,290 FT | $39 | $167k | 11% |
| 862E00500 SCALING | 125 HOUR | $750 | $94k | 6% |
| 452E13010 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 900 SY | $101 | $91k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $75,000 | $75k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $50,000 | $50k | 3% |
| 622E10201 BARRIER TRANSITION, AS PER PLAN | 3 EACH | $12,500 | $38k | 2% |
| 659E00300 TOPSOIL | 323 CY | $68 | $22k | 1% |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D (REINFORCED) | 3 EACH | $5,500 | $17k | 1% |