ASD-SR 95/SR 511-06.49/18.329
ASD County · est $4.5M
Bid dateThursday, November 14—
ASD County · est $4.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 39 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 6,639 CY | $186 | $203 | 33% |
| 442E20171 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 5,307 CY | $180 | $191 | 26% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $334,300 | $167,045 | 9% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (LONGITUDINAL) | 1,225 CY | $220 | $240 | 7% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 526 CY | $400 | $250 | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00") | 109,041 SY | $1.25 | $1.30 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $200,000 | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,600 CY | $45.00 | $30.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 68,271 SY | $0.75 | $0.77 | 1% |
| 253E02000 PAVEMENT REPAIR (FULL DEPTH FLEXIBLE) (LONGITUDINA | 123 CY | $400 | $240 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 10,872 GAL | $3.50 | $4.75 | 1% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 16 EACH | $2,350 | $2,350 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 30.3 MILE | $1,200 | $1,200 | 1% |
| 407E10000 TACK COAT (0.09 GAL/SY) | 15,971 GAL | $2.25 | $2.75 | 1% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 300 FT | $111 | $111 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,800 FT | $17.60 | $17.60 | 1% |
| 621E00100 RPM | 811 EACH | $35.75 | $38.00 | 1% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 149 CY | $186 | $203 | 1% |
| 253E02000 PAVEMENT REPAIR (FULL DEPTH FLEXIBLE) (TRANSVERSE) | 53 CY | $400 | $500 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $16,500 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 775 FT | $2.00 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 18 EACH | $240 | $240 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 3 EACH | $95.00 | $95.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $65.00 | $65.00 |
| 203E20001 EMBANKMENT, AS PER PLAN (GUARDRAIL) | 210 CY | $59.50 | $59.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 43.56 STA | $25.00 | $25.00 |
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 →
| 209E60500 LINEAR GRADING | 9.28 MILE | $1,800 | $1,500 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 13.88 MILE | $1,200 | $1,700 |
| 209E80000 GRADING MAILBOX APPROACHES | 83 EACH | $50.00 | $30.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 175 FT | $18.00 | $18.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 963 FT | $19.60 | $19.60 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 87.5 FT | $7.20 | $7.20 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E , MASH 2016 | 3 EACH | $2,420 | $2,420 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $950 | $950 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $920 | $920 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $1,000 | $500 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 2 WAY | 56 EACH | $11.50 | $11.45 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 3 EACH | $145 | $145 |
| 832E30000 EROSION CONTROL | 500 EACH | $1.00 | $1.00 |
| 254E01600 PATCHING PLANED SURFACE | 806 SY | $4.00 | $1.25 |
| 407E10000 TACK COAT (0.06 GAL/SY) | 6,548 GAL | $2.25 | $2.75 |
| 618E39000 RUMBLE STRIPS, TRANSVERSE (ASPHALT CONCRETE) | 45 EACH | $115 | $115 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 811 EACH | $4.00 | $5.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 23.3 MILE | $850 | $850 |
| 642E00300 CENTER LINE, TYPE 1 | 11.65 MILE | $1,050 | $1,050 |
| 642E00500 STOP LINE, TYPE 1 | 458 FT | $5.00 | $5.00 |
| 614E12460 WORK ZONE MARKING SIGN | 61 EACH | $60.00 | $60.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $250 | $125 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 458 FT | $5.00 | $5.00 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 68 FT | $7.01 | $7.00 |
| 516E31000 JOINT SEALER | 68 FT | $26.39 | $26.40 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 3 CY | $182 | $182 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 57 FT | $7.01 | $7.00 |
| 512E73501 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 33 SY | $69.55 | $69.50 |
| 516E31000 JOINT SEALER | 57 FT | $26.39 | $26.40 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 72 FT | $26.39 | $26.40 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 64 FT | $26.39 | $26.40 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $2,500 | $2,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 6,639 CY | $186 | $1.23M | 31% |
| 442E20171 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 5,307 CY | $180 | $955k | 24% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $334,300 | $334k | 9% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (LONGITUDINAL) | 1,225 CY | $220 | $270k | 7% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 526 CY | $400 | $210k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00") | 109,041 SY | $1.25 | $136k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,600 CY | $45 | $72k | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 68,271 SY | $0.75 | $51k | 1% |
| 253E02000 PAVEMENT REPAIR (FULL DEPTH FLEXIBLE) (LONGITUDINA | 123 CY | $400 | $49k | 1% |