MAH-River/McGaffney/Jackson
MAH County · est $2.1M
Bid dateThursday, February 27—
MAH County · est $2.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 55 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,277 CY | $200 | $215 | 20% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (1544 CY | $138 | $160 | 17% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 9,475 FT | $18.60 | $18.60 | 14% |
| 253E01000 PAVEMENT REPAIR | 1,700 SY | $72.00 | $100 | 10% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 1,700 SY | $42.00 | $50.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $53,496 | $136,650 | 4% |
| 609E16001 CURB, TYPE 2-B, AS PER PLAN | 1,773 FT | $29.00 | $17.00 | 4% |
| 609E24501 CURB, TYPE 4-B, AS PER PLAN | 1,400 FT | $30.45 | $20.00 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=3") | 31,482 SY | $1.35 | $2.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | 3% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 17 EACH | $1,800 | $1,800 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 8 MNTH | $3,000 | $3,000 | 2% |
| 254E01600 PATCHING PLANED SURFACE | 1,793 SY | $12.00 | $1.00 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 215 CY | $100 | $100 | 2% |
| 202E38000 GUARDRAIL REMOVED | 9,309 FT | $2.00 | $2.00 | 1% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 10 EACH | $1,650 | $1,650 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 6 EACH | $2,435 | $2,435 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 4,653 GAL | $3.05 | $2.75 | 1% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 3,337 FT | $4.00 | $4.00 | 1% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (59 CY | $212 | $230 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $3,000 |
| 202E23000 PAVEMENT REMOVED | 753 SY | $5.00 | $10.00 |
| 202E30000 WALK REMOVED | 1,555 SF | $5.00 | $8.00 |
| 202E32000 CURB REMOVED | 2,748 FT | $4.00 | $4.50 |
| 203E10000 EXCAVATION | 92 CY | $20.00 | $40.00 |
| 203E10000 EXCAVATION (FOR PAVEMENT REPAIR) | 95 CY | $25.00 | $30.00 |
| 204E10000 SUBGRADE COMPACTION | 52 SY | $2.00 | $4.00 |
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 →
| 209E15000 RESHAPING UNDER GUARDRAIL | 104 STA | $42.75 | $43.00 |
| 209E60200 LINEAR GRADING | 205 STA | $45.00 | $58.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,540 | $2,540 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 6 EACH | $1,325 | $1,325 |
| 608E10000 4" CONCRETE WALK | 908 SF | $9.50 | $14.00 |
| 608E52000 CURB RAMP | 562 SF | $22.00 | $30.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 1 EACH | $1,400 | $1,400 |
| 601E32304 ROCK CHANNEL PROTECTION, TYPE D WITH GEOTEXTILE FA | 8 CY | $100 | $500 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $125 | $300 |
| 659E00300 TOPSOIL | 200 CY | $40.00 | $58.00 |
| 659E10000 SEEDING AND MULCHING | 1,800 SY | $3.52 | $1.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.26 TON | $400 | $1,500 |
| 659E31000 LIME | 0.38 ACRE | $152 | $10.00 |
| 659E35000 WATER | 11 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=2") | 4,123 SY | $1.50 | $2.00 |
| 304E20000 AGGREGATE BASE (FOR PAVEMENT REPAIR) | 95 CY | $30.00 | $65.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 1,546 GAL | $3.50 | $5.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 10 CY | $100 | $175 |
| 441E70501 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $350 | $365 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 52 SY | $85.00 | $150 |
| 618E39000 RUMBLE STRIPS, TRANSVERSE (ASPHALT CONCRETE) | 6 EACH | $1,200 | $1,200 |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 12,136 FT | $1.00 | $1.50 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $1,100 | $1,100 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 133 EACH | $12.00 | $12.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 32 FT | $12.00 | $12.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 86 FT | $14.00 | $14.00 |
| 630E08600 SIGN POST REFLECTOR | 5 EACH | $35.00 | $35.00 |
| 630E80100 SIGN, FLAT SHEET | 54.2 SF | $18.00 | $18.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $50.00 | $50.00 |
| 630E85200 REMOVAL OF GROUND MOUNTED SIGN AND DELIVERY | 4 EACH | $25.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $25.00 | $25.00 |
| 646E10010 EDGE LINE, 6" | 4.34 MILE | $2,600 | $2,600 |
| 646E10200 CENTER LINE | 2.35 MILE | $4,000 | $4,000 |
| 646E10400 STOP LINE | 153 FT | $10.00 | $10.00 |
| 646E10510 CROSSWALK LINE, 12" | 528 FT | $4.85 | $4.85 |
| 646E20000 RAILROAD SYMBOL MARKING | 2 EACH | $550 | $550 |
| 614E11111 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $90.00 | $100 |
| 614E12460 WORK ZONE MARKING SIGN | 20 EACH | $75.00 | $75.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $500 | $120 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 2.28 MILE | $950 | $975 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 4.56 MILE | $950 | $950 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 3.9 MILE | $825 | $500 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 7.8 MILE | $695 | $500 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 110 FT | $3.00 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 220 FT | $3.00 | $3.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,500 | $8,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,277 CY | $200 | $255k | 17% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (1544 CY | $138 | $213k | 14% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 9,475 FT | $18.6 | $176k | 12% |
| 253E01000 PAVEMENT REPAIR | 1,700 SY | $72 | $122k | 8% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 1,700 SY | $42 | $71k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $53,496 | $53k | 4% |
| 609E16001 CURB, TYPE 2-B, AS PER PLAN | 1,773 FT | $29 | $51k | 3% |
| 609E24501 CURB, TYPE 4-B, AS PER PLAN | 1,400 FT | $30.45 | $43k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T=3") | 31,482 SY | $1.35 | $43k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |