MUS-SR 60-08.03
MUS County · est $3.8M
Bid dateThursday, September 25—
MUS County · est $3.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 28 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company | R3Nls Paving, INC | % of bid |
|---|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 9,435 CY | $200 | $242 | $250 | 60% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 226,361 SY | $1.60 | $2.55 | $3.10 | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $185,000 | $240,000 | $151,489 | 6% |
| 253E02000 PAVEMENT REPAIR | 250 CY | $440 | $440 | $700 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $97,000 | $150,000 | $150,000 | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 757 CY | $84.00 | $82.25 | $100 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 136 CY | $450 |
| Item | Quantity | R1Shelly & Sands INC | R2Shelly Company | R3Nls Paving, INC |
|---|---|---|---|---|
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 4 EACH | $1,525 | $1,055 | $3,500 |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 1 EACH | $2,140 | $1,550 | $4,000 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 160 FT | $28.00 | $28.00 | $30.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 160 FT | $28.00 | $28.00 | $30.00 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 5.73 MILE | $1,280 | $2,073 | $1,600 |
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 →
| $305 |
| $425 |
| 2% |
| 407E20000 NON-TRACKING TACK COAT | 18,317 GAL | $3.25 | $4.10 | $3.00 | 2% |
| 621E00100 RPM | 1,338 EACH | $33.00 | $35.00 | $35.00 | 1% |
| 644E00104 EDGE LINE, 6" | 11.68 MILE | $3,585 | $3,585 | $3,585 | 1% |
| 202E23500 WEARING COURSE REMOVED | 3,866 SY | $10.25 | $7.75 | $10.00 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 5,444 GAL | $7.00 | $5.00 | $4.00 | 1% |
| 644E00300 CENTER LINE | 6.67 MILE | $4,500 | $4,500 | $4,500 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,019 | $8,000 | $20,000 | 1% |
| 209E60500 LINEAR GRADING | 11.72 MILE | $2,070 | $1,200 | $2,500 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 200 HOUR | $91.00 | $85.00 | $100 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 5.73 MILE | $3,160 | $8,000 | $6,000 | 1% |
| 644E00204 LANE LINE, 6" | 12.67 MILE | $1,325 | $1,325 | $1,325 | 1% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 10 EACH | $1,255 | $1,055 | $750 | 0% |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 25.34 MILE | $495 | $525 | $515 | 0% |
| 1,338 EACH |
| $4.20 |
| $4.00 |
| $10.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 84 FT | $25.00 | $25.00 | $25.00 |
| 630E80100 SIGN, FLAT SHEET | 39 SF | $45.00 | $45.00 | $45.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $550 | $550 | $550 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $550 | $550 | $550 |
| 644E00400 CHANNELIZING LINE, 8" | 780 FT | $2.85 | $2.85 | $2.85 |
| 644E00500 STOP LINE | 451 FT | $11.00 | $11.00 | $11.00 |
| 644E00620 CROSSWALK LINE, 12" | 1,232 FT | $5.75 | $5.75 | $5.75 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 145 FT | $9.50 | $9.50 | $9.50 |
| 644E01300 LANE ARROW, 96" | 7 EACH | $110 | $110 | $110 |
| 644E01410 WORD ON PAVEMENT, 96" | 2 EACH | $155 | $155 | $155 |
| 644E01510 DOTTED LINE, 6" | 625 FT | $1.45 | $1.45 | $1.45 |
| 644E20800 YIELD LINE | 192 FT | $12.50 | $12.50 | $12.50 |
| 647E21013 SPEED MEASUREMENT MARKING, TYPE B125, AS PER PLAN | 2 EACH | $2,250 | $2,250 | $2,250 |
| 646E10010 EDGE LINE, 6" | 0.04 MILE | $26,800 | $26,800 | $26,800 |
| 646E10110 LANE LINE, 6" | 0.04 MILE | $18,650 | $18,650 | $18,650 |
| 646E10200 CENTER LINE | 0.02 MILE | $42,500 | $42,500 | $42,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 6 CY | $170 | $850 | $500 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,500 | $1,500 | $1,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 6.66 MILE | $925 | $1,000 | $955 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 11.68 MILE | $825 | $900 | $875 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 625 FT | $1.55 | $2.25 | $1.70 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,200 | $7,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 9,435 CY | $200 | $1.89M | 58% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 226,361 SY | $1.6 | $362k | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $185,000 | $185k | 6% |
| 253E02000 PAVEMENT REPAIR | 250 CY | $440 | $110k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $97,000 | $97k | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 757 CY | $84 | $64k | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 136 CY | $450 | $61k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 18,317 GAL | $3.25 | $60k | 2% |
| 621E00100 RPM | 1,338 EACH | $33 | $44k | 1% |
| 644E00104 EDGE LINE, 6" | 11.68 MILE | $3,585 | $42k | 1% |