LIC-IR 70/SR 37-09.55/24.42
LIC County · est $13M
Bid dateThursday, October 26—
LIC County · est $13M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 107 more items below.
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 442E10321 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 13,232 CY | $260 | $247 | 28% |
| 442E10085 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 15,275 CY | $219 | $218 | 27% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 314,202 SY | $3.95 | $3.50 | 10% |
| 255E10160 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 4,290 SY | $220 | $220 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $615,000 | $509,546 | 5% |
| 451E16010 12" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 3,638 SY | $152 | $172 | 4% |
| 257E10001 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 35,400 SY | $11.50 | $11.50 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $675,000 | 3% |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 6,934 SY | $27.75 | $27.77 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,683 CY | $103 | $80.00 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 41,278 GAL | $3.70 | $2.65 | 1% |
| 255E10160 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 699 SY | $204 | $250 | 1% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 17,280 CY | $8.25 | $1.00 | 1% |
| 255E10160 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 558 SY | $229 | $240 | 1% |
| 253E02000 PAVEMENT REPAIR | 250 CY | $365 | $700 | 1% |
| 255E10160 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 383 SY | $234 | $310 | 1% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (302 CY | $245 | $320 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 900 HOUR | $80.00 | $78.00 | 1% |
| 202E23000 PAVEMENT REMOVED | 3,622 SY | $17.00 | $14.50 | 0% |
| 408E10001 PRIME COAT, AS PER PLAN | 13,197 GAL | $4.50 | $4.75 | 0% |
| Item | Quantity | R1Shelly Company | R2Kokosing Construction Company INC |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 1,838 FT | $2.00 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $150 | $150 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $100 | $100 |
| 203E10000 EXCAVATION | 428 CY | $48.00 | $47.00 |
| 203E20000 EMBANKMENT | 23 CY | $54.00 | $80.00 |
| 204E10000 SUBGRADE COMPACTION | 3,972 SY | $1.25 | $0.50 |
| 204E13000 EXCAVATION OF SUBGRADE |
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 →
| 150 CY |
| $50.00 |
| $60.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 150 CY | $75.00 | $100 |
| 204E45000 PROOF ROLLING | 2 HOUR | $975 | $180 |
| 204E50000 GEOTEXTILE FABRIC | 450 SY | $1.00 | $1.75 |
| 209E60500 LINEAR GRADING | 24.68 MILE | $1,275 | $7,000 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,825 FT | $18.60 | $18.60 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP 350/MASH 2016 | 1 EACH | $2,680 | $2,680 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,375 | $1,375 |
| 609E24000 CURB, TYPE 4-A | 40 FT | $185 | $50.00 |
| 623E40000 MONUMENT ASSEMBLY REMOVED AND RESET | 3 EACH | $1,400 | $2,500 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 30 CY | $240 | $300 |
| 653E10001 TOPSOIL FURNISHED AND PLACED, AS PER PLAN | 134 CY | $80.00 | $90.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $125 | $150 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 3,383 SY | $0.94 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 169 SY | $0.78 | $1.00 |
| 659E15000 INTER-SEEDING | 169 SY | $0.78 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.47 TON | $866 | $1,400 |
| 659E31000 LIME | 0.7 ACRE | $153 | $100 |
| 659E35000 WATER | 19 MGAL | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,200 SY | $1.58 | $2.50 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,585 | $1,585 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $1,200 | $2,520 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $7,500 | $6,741 |
| 832E30000 EROSION CONTROL | 30,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 1.2 CY | $2,750 | $7,000 |
| 611E06100 15" CONDUIT, TYPE C | 89 FT | $75.00 | $95.00 |
| 611E98180 CATCH BASIN, NO. 3A | 4 EACH | $2,850 | $6,000 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 4.25" | 952 SY | $12.75 | $25.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 9,266 FT | $4.10 | $5.07 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 80 CY | $245 | $700 |
| 304E20000 AGGREGATE BASE | 625 CY | $76.00 | $90.00 |
| 400E10000 SPECIAL ? PAVER MOUNTED THERMAL PROFILING | 1 LS | $32,000 | $20,000 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 33 CY | $435 | $660 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (A) | 757 FT | $26.00 | $26.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 24.47 MILE | $565 | $565 |
| 621E00100 RPM | 954 EACH | $35.00 | $35.00 |
| 621E00300 RPM REFLECTOR | 23 EACH | $35.00 | $35.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 954 EACH | $6.75 | $1.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST (TYPE S) | 192 FT | $15.00 | $15.00 |
| 630E08004 ONE WAY SUPPORT, NO. 3 POST | 120 FT | $16.50 | $16.50 |
| 630E08600 SIGN POST REFLECTOR | 16 EACH | $45.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 224.8 SF | $18.75 | $18.75 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 19 EACH | $10.00 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 10 EACH | $15.00 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 25.74 MILE | $920 | $920 |
| 642E00204 LANE LINE, 6", TYPE 1 | 12.28 MILE | $580 | $580 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 5,246 FT | $0.90 | $0.90 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 6,650 FT | $0.80 | $0.80 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 5,520 FT | $6.50 | $6.50 |
| 646E10010 EDGE LINE, 6" | 1.56 MILE | $8,965 | $8,965 |
| 646E10110 LANE LINE, 6" | 0.94 MILE | $7,150 | $7,150 |
| 646E10200 CENTER LINE | 0.93 MILE | $12,150 | $12,150 |
| 646E10300 CHANNELIZING LINE, 8" | 2,779 FT | $2.65 | $2.65 |
| 646E10310 CHANNELIZING LINE, 12" | 1,360 FT | $2.65 | $2.65 |
| 646E10400 STOP LINE | 250 FT | $12.95 | $12.95 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 491 FT | $9.90 | $9.90 |
| 646E20504 DOTTED LINE, 6" | 125 FT | $4.00 | $4.00 |
| 646E50000 REMOVAL OF PAVEMENT MARKING | 2 EACH | $200 | $200 |
| 646E50100 REMOVAL OF PAVEMENT MARKING | 86 FT | $5.00 | $5.00 |
| 646E50300 REMOVAL OF PAVEMENT MARKING | 0.97 MILE | $13,600 | $13,600 |
| 647E50100 PAVEMENT MARKING, MISC.: LANE ARROW, TYPE B90, 96" | 40 EACH | $710 | $710 |
| 647E50100 PAVEMENT MARKING, MISC.: WORD ON PAVEMENT, 96", TY | 15 EACH | $700 | $700 |
| 647E50100 PAVEMENT MARKING, MISC.: WRONG WAY ARROW, TYPE B90 | 2 EACH | $725 | $725 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $7,000 | $7,000 |
| 614E12600 REPLACEMENT DRUM | 30 EACH | $80.00 | $50.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 30 SNMT | $1,600 | $1,000 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 37.02 MILE | $515 | $1,650 |
| 614E20550 WORK ZONE LANE LINE, CLASS III, 4", 642 PAINT | 0.7 MILE | $950 | $2,200 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 1.3 MILE | $1,500 | $1,950 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.81 MILE | $1,500 | $1,525 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 51.96 MILE | $845 | $1,995 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 2.62 MILE | $1,150 | $1,375 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 10,692 FT | $0.75 | $0.80 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 4,139 FT | $1.00 | $0.50 |
| 614E24610 WORK ZONE DOTTED LINE, CLASS III, 4", 642 PAINT | 125 FT | $1.00 | $4.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 120 FT | $3.00 | $7.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 250 FT | $4.00 | $6.25 |
| 632E25000 COVERING OF VEHICULAR SIGNAL HEAD | 12 EACH | $1,000 | $150 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $1,000 | $750 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 0.5 CY | $5,200 | $5,200 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 38 LB | $20.00 | $20.00 |
| 511E50211 CLASS QC1 CONCRETE, SUBSTRUCTURE, AS PER PLAN | 0.5 CY | $6,400 | $6,400 |
| 517E76302 RAILING, MISC.: 1" DIA x 16" LONG ANCHOR BOLTS | 8 EACH | $345 | $345 |
| 517E76302 RAILING, MISC.: RAILING BOLTS/ INSTALLATION | 6 EACH | $155 | $155 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 0.25 CY | $5,200 | $5,200 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 19 LB | $21.00 | $21.00 |
| 511E50211 CLASS QC1 CONCRETE, SUBSTRUCTURE, AS PER PLAN | 0.25 CY | $6,400 | $6,400 |
| 517E76302 RAILING, MISC.: 1" DIA x 16" LONG ANCHOR BOLTS | 4 EACH | $345 | $345 |
| 517E76302 RAILING, MISC.: RAILING BOLTS/ INSTALLATION | 3 EACH | $155 | $155 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 2,502 SY | $15.50 | $15.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 348 FT | $26.00 | $26.00 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK | 20 SY | $850 | $850 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 2,040 SY | $15.50 | $15.50 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 2,163 SY | $15.50 | $15.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 127 FT | $26.00 | $26.00 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK | 15 SY | $850 | $850 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 612 SY | $15.50 | $15.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 88 FT | $26.00 | $26.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $60,000 |
| 619E16020 FIELD OFFICE, TYPE C | 12 MNTH | $1,750 | $4,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $15,000 | $40,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10321 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 13,232 CY | $259.75 | $3.44M | 26% |
| 442E10085 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 15,275 CY | $218.75 | $3.34M | 25% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 314,202 SY | $3.95 | $1.24M | 9% |
| 255E10160 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 4,290 SY | $220 | $944k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $615,000 | $615k | 5% |
| 451E16010 12" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 3,638 SY | $152 | $553k | 4% |
| 257E10001 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 35,400 SY | $11.5 | $407k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 3% |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 6,934 SY | $27.75 | $192k | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,683 CY | $103 | $173k | 1% |