Has-SR 151-00.00
Harrison County · est $2.5M
Bid dateThursday, March 26—
Harrison County · est $2.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by winning bid’s extended amount · 19 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | R3Superior Paving & Materials INC | % of bid |
|---|---|---|---|---|---|
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,026 CY | $200 | $249 | $250 | 26% |
| 253E02000 PAVEMENT REPAIR | 1,550 CY | $310 | $325 | $280 | 21% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2364 CY | $195 | $210 | $200 | 20% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (2 | 85,105 SY | $3.20 | $2.70 | $3.00 | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $165,000 | $99,500 | $218,000 | 7% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 4.79 MILE | $10,500 | $5,750 | $8,200 | 2% |
| 407E10000 TACK COAT | 12,005 GAL | $3.15 | $3.00 |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | R3Superior Paving & Materials INC |
|---|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 700 SY | $5.25 | $14.00 | $5.00 |
| 690E50500 SPECIAL - CONCRETE PARKING BLOCK | 8 EACH | $306 | $1,050 | $550 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (4") | 652 SY | $11.80 | $10.00 | $6.00 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 23 CY | $300 | $490 | $250 |
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 →
| $3.00 |
| 2% |
| 624E10000 MOBILIZATION | 1 LS | $34,000 | $35,000 | $100,000 | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN (A) | 390 CY | $80.00 | $90.00 | $55.00 | 1% |
| 646E10010 EDGE LINE, 6" | 9.58 MILE | $3,025 | $3,200 | $3,025 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 9.58 MILE | $2,585 | $2,300 | $1,200 | 1% |
| 621E00100 RPM | 634 EACH | $37.00 | $38.00 | $39.50 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 4,522 GAL | $5.00 | $4.00 | $4.50 | 1% |
| 646E10200 CENTER LINE | 4.79 MILE | $3,455 | $3,675 | $3,455 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 5 MNTH | $3,000 | $2,500 | $3,500 | 1% |
| 441E70501 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $550 | $985 | $290 | 1% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (50 CY | $250 | $310 | $230 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 14.37 MILE | $850 | $925 | $1,300 | 1% |
| 605E31100 AGGREGATE DRAINS | 1,550 FT | $5.70 | $40.00 | $20.00 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,480 | $11,000 | $15,000 | 0% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN (B) |
| 7 CY |
| $80.00 |
| $315 |
| $75.00 |
| 617E20001 SHOULDER PREPARATION, AS PER PLAN | 11,304 SY | $0.15 | $0.20 | $0.15 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4.79 MILE | $1,425 | $1,900 | $1,425 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 634 EACH | $4.00 | $10.00 | $7.50 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 13 FT | $50.00 | $55.00 | $55.00 |
| 630E80100 SIGN, FLAT SHEET | 2.5 SF | $225 | $240 | $60.00 |
| 646E10400 STOP LINE | 23 FT | $12.00 | $12.75 | $12.00 |
| 646E10601 TRANSVERSE/DIAGONAL LINE, AS PER PLAN | 78 FT | $7.45 | $8.00 | $7.45 |
| 646E10900 HANDICAP SYMBOL MARKING | 1 EACH | $165 | $175 | $165 |
| 646E20200 PARKING LOT STALL MARKING | 192 FT | $4.75 | $5.00 | $4.75 |
| 646E20504 DOTTED LINE, 6" | 115 FT | $2.25 | $2.40 | $2.25 |
| 614E12460 WORK ZONE MARKING SIGN | 36 EACH | $88.00 | $90.00 | $60.00 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 14.37 MILE | $210 | $450 | $560 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 69 FT | $7.75 | $8.25 | $4.50 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,026 CY | $200 | $605k | 26% |
| 253E02000 PAVEMENT REPAIR | 1,550 CY | $310 | $481k | 20% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2364 CY | $195 | $461k | 19% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (2 | 85,105 SY | $3.2 | $272k | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $165,000 | $165k | 7% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 4.79 MILE | $10,500 | $50k | 2% |
| 407E10000 TACK COAT | 12,005 GAL | $3.15 | $38k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $34,000 | $34k | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN (A) | 390 CY | $80 | $31k | 1% |
| 646E10010 EDGE LINE, 6" | 9.58 MILE | $3,025 | $29k | 1% |