UNI-SR 245/SR 161-00.03/00.64
UNI County · est $4.0M
Bid dateThursday, November 30—
UNI County · est $4.0M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 91 more items below.
| Item | Quantity | R1Shelly Company | % of bid |
|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (5002 CY | $193 | 27% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,750 CY | $209 | 22% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 17,000 SY | $35.25 | 17% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN3.0 | 102,162 SY | $3.00 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $224,000 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $125,000 | 3% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 9 CY | $9,000 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 9 CY | $7,000 | 2% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 255 CY | $235 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 15,867 GAL | $3.70 | 2% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 500 SY | $102 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 910 FT | $47.75 | 1% |
| 617E10100 COMPACTED AGGREGATE | 506 CY | $85.00 | 1% |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN(MASH 2016 | 17 EACH | $2,500 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.34 MILE | $5,000 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,750 FT | $19.50 | 1% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 105 CY | $289 | 1% |
| 659E00300 TOPSOIL | 397 CY | $70.00 | 1% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (76 CY | $345 | 1% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 57 CY | $440 | 1% |
| Item | Quantity | R1Shelly Company |
|---|---|---|
| 202E23000 PAVEMENT REMOVED | 72 SY | $50.00 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN3.0" | 350 SY | $31.75 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN3.5" | 198 SY | $56.50 |
| 202E30001 WALK REMOVED, AS PER PLAN | 94.6 SF | $25.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 1,975 FT | $2.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 21 EACH | $290 |
| 202E98000 REMOVAL MISC.:CONCRETE STEPS | 1 LS | $1,000 |
| 202E98100 REMOVAL MISC.:ROCK | 1 EACH | $520 |
| 203E10000 EXCAVATION | 150 CY | $87.75 |
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 →
| 203E20000 EMBANKMENT | 44 CY | $97.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 504 CY | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 235 SY | $4.25 |
| 204E13000 EXCAVATION OF SUBGRADE | 78 CY | $50.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 78 CY | $64.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $975 |
| 204E50000 GEOTEXTILE FABRIC | 235 SY | $1.35 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 14.62 MILE | $1,350 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 31.25 FT | $24.00 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 575 FT | $34.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,750 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,200 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 7 EACH | $1,200 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLANRADIU | 1 EACH | $1,300 |
| 606E98000 GUARDRAIL, MISC.:ALTERNATIVE GUARDRAIL PLACEMENT | 37.5 FT | $17.50 |
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 28 SF | $100 |
| 608E52000 CURB RAMP | 263.1 SF | $25.00 |
| 623E38501 MONUMENT ASSEMBLY, TYPE C, AS PER PLAN | 1 EACH | $1,425 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 4 EACH | $1,225 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $250 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $115 |
| 659E10000 SEEDING AND MULCHING | 3,574 SY | $1.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 180 SY | $1.00 |
| 659E15000 INTER-SEEDING | 180 SY | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 0.48 TON | $1,500 |
| 659E31000 LIME | 0.75 ACRE | $200 |
| 659E35000 WATER | 19.5 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 10,900 EACH | $1.00 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 336 FT | $23.75 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $985 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $985 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $280 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE1.25" | 635 SY | $21.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETEVARIABLE DEPTH, | 831 SY | $8.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETEVARIABLE DEPTH, | 197 SY | $11.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETEVARIABLE DEPTH, | 232 SY | $13.50 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN1.5 | 6,149 SY | $2.75 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 50 CY | $108 |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 10 CY | $750 |
| 617E20000 SHOULDER PREPARATION | 7,117 SY | $0.50 |
| 617E25000 WATER | 3 MGAL | $5.00 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 0.14 MILE | $1,035 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 7.34 MILE | $1,035 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $440 |
| 621E00100 RPM | 622 EACH | $40.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 622 EACH | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2BIDIRECTIONAL | 56 EACH | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $50.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.2 MILE | $1,500 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 15.24 MILE | $900 |
| 642E00300 CENTER LINE, TYPE 1 | 7.62 MILE | $940 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 82 FT | $10.00 |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 0.22 MILE | $6,500 |
| 644E00500 STOP LINE | 36 FT | $14.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $80.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 910 FT | $4.50 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,600 |
| 614E12420 DETOUR SIGNING | 1 LS | $17,500 |
| 614E12460 WORK ZONE MARKING SIGN | 57 EACH | $75.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 80 CY | $280 |
| 614E13310 BARRIER REFLECTOR, TYPE 1TWO WAY | 60 EACH | $18.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 20 EACH | $20.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 11 SNMT | $900 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.12 MILE | $2,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 15.18 MILE | $793 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 30.14 MILE | $500 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 42 FT | $6.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 40 FT | $6.00 |
| 616E10000 WATER | 2 MGAL | $5.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,774 LB | $10.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 15 SY | $40.00 |
| 512E33010 TYPE 3 WATERPROOFING | 283 SY | $35.00 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 104 FT | $29.50 |
| 517E72300 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 87.5 FT | $275 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 175 FT | $112 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 195 FT | $14.75 |
| 512E33010 TYPE 3 WATERPROOFING | 198 SY | $35.00 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 114 FT | $29.50 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 75 FT | $112 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 20 SY | $658 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (5002 CY | $193 | $965k | 23% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,750 CY | $209 | $784k | 19% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 17,000 SY | $35.25 | $599k | 14% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN3.0 | 102,162 SY | $3 | $306k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $224,000 | $224k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $125,000 | $125k | 3% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 9 CY | $9,000 | $81k | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 9 CY | $7,000 | $63k | 1% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 255 CY | $235 | $60k | 1% |
| 407E20000 NON-TRACKING TACK COAT | 15,867 GAL | $3.7 | $59k | 1% |