Jef-TR 167-03.13
Jefferson County · est $0.3M
Bid dateThursday, June 17—
Jefferson County · est $0.3M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 17 more items below.
| Item | Quantity | R1Cast & Baker Corporation | R2Nls Paving, INC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 354 CY | $211 | $190 | $181 | 20% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 894 SY | $83.45 | $26.50 | $79.00 | 20% |
| 304E20000 AGGREGATE BASE | 370 CY | $103 | $105 | $115 | 10% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (197 CY | $172 | $215 | $182 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,500 | $33,000 | $50,000 |
| Item | Quantity | R1Cast & Baker Corporation | R2Nls Paving, INC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,965 | $1,000 | $1,500 |
| 202E23500 WEARING COURSE REMOVED | 215 SY | $12.00 | $4.00 | $8.00 |
| 202E32500 CURB AND GUTTER REMOVED | 264 FT | $6.00 | $10.50 | $9.00 |
| 209E60500 LINEAR GRADING | 0.3 MILE | $5,700 | $2,040 | $8,000 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 0.3 MILE | $1,100 | $2,040 | $8,000 |
| 832E30000 EROSION CONTROL |
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 →
| 8% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 144 CY | $194 | $225 | $248 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $14,500 | $30,000 | $20,000 | 4% |
| 204E10000 SUBGRADE COMPACTION | 2,125 SY | $5.75 | $0.50 | $1.50 | 3% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 264 FT | $46.25 | $65.00 | $50.00 | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $7,656 | $15,000 | $5,000 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 36 CY | $210 | $130 | $105 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3") | 4,052 SY | $1.75 | $3.25 | $5.50 | 2% |
| 611E98505 CATCH BASIN, NO. 2-2C, AS PER PLAN | 2 EACH | $3,275 | $5,250 | $4,000 | 2% |
| 646E10010 EDGE LINE, 6" | 0.4 MILE | $14,300 | $19,485 | $14,500 | 2% |
| 202E23000 PAVEMENT REMOVED | 2,089 SY | $2.50 | $20.00 | $22.00 | 1% |
| 646E10200 CENTER LINE | 0.2 MILE | $24,450 | $19,975 | $25,000 | 1% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.48 MILE | $9,440 | $9,450 | $9,500 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,400 | $1,800 | $3,000 | 1% |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.24 MILE | $13,285 | $13,295 | $13,500 | 1% |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 266 FT | $10.50 | $2.00 | $5.00 | 1% |
| 1,000 EACH |
| $1.00 |
| $1.00 |
| $1.00 |
| 605E31100 AGGREGATE DRAINS | 25 FT | $14.00 | $35.00 | $25.00 |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 20 SY | $124 | $105 | $375 |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 20 SY | $114 | $125 | $375 |
| 254E01601 PATCHING PLANED SURFACE, AS PER PLAN | 85 SY | $32.00 | $9.00 | $8.00 |
| 407E20000 NON-TRACKING TACK COAT | 467 GAL | $3.00 | $3.00 | $3.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 167 GAL | $12.00 | $3.00 | $3.00 |
| 617E20000 SHOULDER PREPARATION | 414 SY | $1.00 | $1.00 | $0.25 |
| 614E12460 WORK ZONE MARKING SIGN | 7 EACH | $133 | $133 | $150 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 0.2 MILE | $425 | $3,188 | $1,100 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.2 MILE | $5,795 | $5,800 | $6,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $530 | $4,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 354 CY | $211 | $75k | 19% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 894 SY | $83.45 | $75k | 19% |
| 304E20000 AGGREGATE BASE | 370 CY | $103 | $38k | 9% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (197 CY | $172 | $34k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,500 | $31k | 8% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 144 CY | $194 | $28k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $14,500 | $15k | 4% |
| 204E10000 SUBGRADE COMPACTION | 2,125 SY | $5.75 | $12k | 3% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 264 FT | $46.25 | $12k | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $7,656 | $8k | 2% |