MRG-SR 555-15.34
MRG County · est $4.2M
Bid dateThursday, October 28—
MRG County · est $4.2M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 33 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 253E02000 PAVEMENT REPAIR | 3,234 CY | $270 | $325 | 20% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 4,730 CY | $150 | $168 | 16% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5213 CY | $125 | $140 | 15% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,623 CY | $148 | $205 | 12% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2822 CY | $148 | $205 | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 107,232 SY | $2.65 | $2.80 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $239,000 | $278,000 | 5% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC |
|---|---|---|---|
| 202E00201 RAILROAD CROSSING REMOVED, AS PER PLAN | 1 LS | $2,500 | $13,500 |
| 202E23000 PAVEMENT REMOVED | 56 SY | $22.00 | $25.00 |
| 202E30000 WALK REMOVED | 236 SF | $6.50 | $8.00 |
| 202E32000 CURB REMOVED | 27 FT | $12.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 112.5 FT | $2.65 | $2.00 |
| 202E38500 BRIDGE RAILING REMOVED | 50 FT | $8.00 | $3.00 |
| 203E10000 EXCAVATION | 11 CY | $110 | $130 |
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 →
| 500 CY |
| $315 |
| $300 |
| 4% |
| 617E10100 COMPACTED AGGREGATE | 1,349 CY | $75.00 | $70.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 27,306 GAL | $3.00 | $2.50 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $75,050 | $100,000 | 2% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 37.5 MILE | $1,500 | $1,485 | 1% |
| 621E00100 RPM | 1,722 EACH | $31.00 | $30.00 | 1% |
| 408E10000 PRIME COAT | 14,156 GAL | $3.75 | $3.60 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 58 CF | $530 | $515 | 1% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 30.16 MILE | $900 | $1,350 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 30.36 MILE | $800 | $935 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 2,409 SY | $8.50 | $5.50 | 0% |
| 642E00300 CENTER LINE, TYPE 1 | 15.18 MILE | $1,125 | $1,225 | 0% |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,722 EACH | $6.25 | $5.50 | 0% |
| 204E10000 SUBGRADE COMPACTION | 60 SY | $8.00 | $8.00 |
| 209E60200 LINEAR GRADING | 1.89 STA | $900 | $1,800 |
| 606E15050 GUARDRAIL, TYPE MGS | 162.5 FT | $31.50 | $45.00 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $53.00 | $50.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,700 | $1,300 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,325 | $1,100 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $700 | $650 |
| 608E10000 4" CONCRETE WALK | 395 SF | $8.50 | $22.00 |
| 608E52000 CURB RAMP | 146 SF | $45.00 | $55.00 |
| 608E53020 DETECTABLE WARNING | 10 SF | $70.00 | $40.00 |
| 609E24500 CURB, TYPE 4-B | 5 FT | $66.50 | $75.00 |
| 659E10000 SEEDING AND MULCHING | 45 SY | $55.00 | $5.00 |
| 605E31100 AGGREGATE DRAINS | 20 FT | $15.00 | $15.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 617 SY | $16.50 | $15.00 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 10 CY | $550 | $500 |
| 304E20000 AGGREGATE BASE | 60 CY | $110 | $130 |
| 644E00500 STOP LINE | 380 FT | $13.25 | $16.50 |
| 644E00600 CROSSWALK LINE | 40 FT | $8.50 | $14.00 |
| 614E12460 WORK ZONE MARKING SIGN | 116 EACH | $92.00 | $88.00 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 37.5 MILE | $185 | $450 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 356 FT | $12.50 | $12.00 |
| 517E72306 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 50 FT | $120 | $85.00 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 50 FT | $125 | $110 |
| 517E76302 RAILING, MISC.:TYPE 2 POST | 12 EACH | $310 | $370 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,650 | $19,445 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $10,251 | $9,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 253E02000 PAVEMENT REPAIR | 3,234 CY | $270 | $873k | 19% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 4,730 CY | $150 | $710k | 16% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5213 CY | $125 | $652k | 14% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,623 CY | $148 | $536k | 12% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (2822 CY | $148 | $418k | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 107,232 SY | $2.65 | $284k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $239,000 | $239k | 5% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 500 CY | $315 | $158k | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,349 CY | $75 | $101k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 27,306 GAL | $3 | $82k | 2% |