Hig-US 50-14.98
Highland County · est $3.9M
Bid dateThursday, April 28—
Highland County · est $3.9M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 86 more items below.
| Item | Quantity | R1Shelly Company | R2Fillmore Construction | R3John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 3,281 CY | $152 | $159 | $172 | 15% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2,310 CY | $160 | $190 | $203 | 11% |
| 304E20000 AGGREGATE BASE | 5,168 CY | $58.00 | $64.00 | $76.72 | 9% |
| 202E23000 PAVEMENT REMOVED | 23,387 SY | $12.75 | $5.00 | $13.33 | 9% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 12,900 FT | $19.50 | $19.50 | $22.30 |
| Item | Quantity | R1Shelly Company | R2Fillmore Construction | R3John R Jurgensen Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 | $7,500 | $51,188 |
| 202E32000 CURB REMOVED | 3,594 FT | $4.75 | $7.00 | $4.96 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 664 SY | $17.50 | $10.00 | $10.40 |
| 202E38000 GUARDRAIL REMOVED | 2,717 FT | $1.80 | $2.50 | $6.25 |
| 203E20000 EMBANKMENT | 3,023 CY | $14.50 | $8.00 | $8.34 |
| 204E10000 SUBGRADE COMPACTION | 2,659 SY |
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 →
| 8% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (1241 CY | $154 | $176 | $201 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $155,000 | $235,000 | $207,451 | 5% |
| 206E10500 CEMENT | 704 TON | $198 | $220 | $244 | 4% |
| 203E20001 EMBANKMENT, AS PER PLAN | 6,403 CY | $19.00 | $8.00 | $12.27 | 4% |
| 203E10001 EXCAVATION, AS PER PLAN | 6,403 CY | $18.25 | $17.50 | $15.57 | 4% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 670 CY | $150 | $240 | $179 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $180,000 | $100,000 | 3% |
| 832E30000 EROSION CONTROL | 98,300 EACH | $1.00 | $1.00 | $1.00 | 3% |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 1,119 CY | $80.50 | $58.00 | $78.85 | 3% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 84 FT | $950 | $750 | $950 | 2% |
| 206E15010 CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | 27,166 SY | $2.89 | $4.00 | $5.55 | 2% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,025 SY | $67.00 | $80.00 | $66.31 | 2% |
| 203E10000 EXCAVATION | 3,680 CY | $18.25 | $15.00 | $30.32 | 2% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $65,000 | $50,000 | $56,760 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $60,000 | $60,000 | $60,000 | 2% |
| $1.45 |
| $4.00 |
| $3.68 |
| 204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN | 810 CY | $41.00 | $50.00 | $25.95 |
| 204E20000 EMBANKMENT | 810 CY | $19.00 | $15.00 | $3.48 |
| 206E11000 CURING COAT | 27,166 SY | $1.29 | $1.50 | $1.52 |
| 606E15050 GUARDRAIL, TYPE MGS | 2,400 FT | $20.20 | $21.50 | $26.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350/MASH 2016) | 16 EACH | $2,780 | $2,600 | $2,775 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,430 | $1,250 | $1,600 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 8 EACH | $985 | $750 | $1,925 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 14 EACH | $165 | $500 | $226 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 14 EACH | $195 | $300 | $134 |
| 659E00300 TOPSOIL | 609 CY | $44.00 | $50.00 | $6.78 |
| 659E10000 SEEDING AND MULCHING | 26,934 SY | $0.83 | $0.80 | $0.54 |
| 659E14000 REPAIR SEEDING AND MULCHING | 1,347 SY | $0.68 | $0.80 | $0.50 |
| 659E15000 INTER-SEEDING | 1,347 SY | $0.68 | $0.80 | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 3.6 TON | $900 | $800 | $1,500 |
| 659E31000 LIME | 5.6 ACRE | $153 | $80.00 | $200 |
| 659E35000 WATER | 145 MGAL | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 3,646 SY | $1.24 | $2.00 | $1.95 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 799 SY | $1.44 | $2.50 | $1.95 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 693 SY | $4.78 | $5.00 | $5.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,475 | $10,000 | $1,475 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $950 | $9,500 | $2,975 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $7,000 | $9,500 | $7,832 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 0.89 CY | $645 | $1,500 | $1,325 |
| 601E37501 PAVED GUTTER, TYPE 1-2, AS PER PLAN | 496 FT | $65.00 | $60.00 | $96.00 |
| 602E20000 CONCRETE MASONRY | 1.07 CY | $1,750 | $3,000 | $2,622 |
| 605E31100 AGGREGATE DRAINS | 2,511 FT | $17.50 | $15.00 | $7.72 |
| 611E00900 6" CONDUIT, TYPE B | 100 FT | $20.00 | $35.00 | $93.19 |
| 611E01400 6" CONDUIT, TYPE E | 100 FT | $20.00 | $40.00 | $79.37 |
| 611E01500 6" CONDUIT, TYPE F | 100 FT | $20.00 | $45.00 | $79.37 |
| 611E10200 24" CONDUIT, TYPE A, 707.33 | 6 FT | $445 | $500 | $487 |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 250 SY | $64.75 | $65.00 | $85.16 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1-1/2") | 31,375 SY | $1.25 | $1.50 | $2.31 |
| 254E01600 PATCHING PLANED SURFACE | 6,275 SY | $1.77 | $1.00 | $4.35 |
| 407E20000 NON-TRACKING TACK COAT | 5,572 GAL | $3.30 | $3.00 | $4.00 |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $290 | $300 | $542 |
| 617E10100 COMPACTED AGGREGATE | 111 CY | $100 | $80.00 | $78.30 |
| 617E25000 WATER | 0.3 MGAL | $1.00 | $100 | $55.27 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 6.47 MILE | $760 | $1,700 | $650 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 3.31 MILE | $760 | $1,700 | $2,150 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 3.31 MILE | $4,500 | $3,021 | $4,097 |
| 621E00100 RPM, 2-WAY (YELLOW/YELLOW) | 228 EACH | $37.00 | $37.00 | $37.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 228 EACH | $2.00 | $10.00 | $22.51 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, (BIDIRECTIONAL) | 53 EACH | $9.80 | $10.00 | $16.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 81 FT | $20.00 | $15.00 | $22.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 11 EACH | $55.00 | $75.00 | $45.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 13 EACH | $20.00 | $75.00 | $30.00 |
| 642E00300 CENTER LINE, TYPE 1 | 0.3 MILE | $1,650 | $4,000 | $8,033 |
| 644E00104 EDGE LINE, 6" | 6.82 MILE | $4,108 | $4,000 | $4,018 |
| 644E00300 CENTER LINE | 3.41 MILE | $5,000 | $4,000 | $5,500 |
| 644E00500 STOP LINE | 44 FT | $10.20 | $10.00 | $20.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 4 EACH | $800 | $400 | $750 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 120 HOUR | $70.00 | $75.00 | $92.35 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,150 | $2,300 | $3,351 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,650 | $5,500 | $3,555 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 282 EACH | $18.00 | $15.00 | $13.83 |
| 614E13314 BARRIER REFLECTOR, TYPE 3 (ONE WAY) | 31 EACH | $40.00 | $18.00 | $14.21 |
| 614E13350 OBJECT MARKER, ONE WAY | 284 EACH | $22.00 | $16.00 | $17.88 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $1,750 | $1,050 | $1,109 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 6.61 MILE | $995 | $1,204 | $1,548 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $25,000 | $35,000 | $43,549 |
| 616E10000 WATER | 37 MGAL | $1.00 | $1.00 | $149 |
| 202E22900 APPROACH SLAB REMOVED | 121 SY | $50.00 | $40.00 | $50.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 836 LB | $2.50 | $3.50 | $2.50 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 136 EACH | $30.00 | $20.00 | $30.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 6 CY | $5,500 | $2,000 | $5,500 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 4 CY | $5,500 | $2,500 | $5,500 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 2 SF | $85.00 | $25.00 | $193 |
| 516E31010 2" DEEP JOINT SEALER | 84 FT | $25.00 | $28.00 | $25.00 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 10 EACH | $3,000 | $400 | $3,000 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $15,000 | $10,000 | $15,000 |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 120 SY | $400 | $225 | $400 |
| 526E90010 TYPE A INSTALLATION | 84 FT | $275 | $170 | $275 |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (3") | 755 SY | $22.00 | $66.00 | $9.93 |
| 202E23500 WEARING COURSE REMOVED | 432 SY | $8.35 | $12.00 | $13.57 |
| 512E33010 TYPE 3 WATERPROOFING | 283 SY | $32.50 | $38.00 | $32.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 89 FT | $25.00 | $28.00 | $25.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 115 FT | $16.00 | $74.00 | $16.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $38,000 | $12,043 |
| 619E16000 FIELD OFFICE, TYPE A | 5 MNTH | $2,000 | $1,500 | $1,386 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $52,500 | $20,000 | $28,879 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 3,281 CY | $152 | $499k | 12% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2,310 CY | $160 | $370k | 9% |
| 304E20000 AGGREGATE BASE | 5,168 CY | $58 | $300k | 7% |
| 202E23000 PAVEMENT REMOVED | 23,387 SY | $12.75 | $298k | 7% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 12,900 FT | $19.5 | $252k | 6% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (1241 CY | $154 | $191k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $155,000 | $155k | 4% |
| 206E10500 CEMENT | 704 TON | $197.93 | $139k | 3% |
| 203E20001 EMBANKMENT, AS PER PLAN | 6,403 CY | $19 | $122k | 3% |
| 203E10001 EXCAVATION, AS PER PLAN | 6,403 CY | $18.25 | $117k | 3% |