CLI-CR 87-00.00 Davids Drive
CLI County · est $3.1M
Bid dateThursday, November 3—
CLI County · est $3.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 81 more items below.
| Item | Quantity | R1Fillmore Construction | R2Eagle Bridge CO | R3John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 3,208 CY | $148 | $161 | $175 | 19% |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 9,852 FT | $34.00 | $34.00 | $31.14 | 14% |
| 206E10500 CEMENT | 668 TON | $230 | $230 | $250 | 6% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 9,922 FT | $15.40 | $15.00 | $17.08 | 6% |
| 304E20000 AGGREGATE BASE | 3,578 CY | $42.00 | $70.00 | $64.21 | 6% |
| 203E10000 EXCAVATION | 4,913 CY | $30.00 | $25.00 | $44.74 | 6% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (936 CY | $154 |
| Item | Quantity | R1Fillmore Construction | R2Eagle Bridge CO | R3John R Jurgensen Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $1,500 | $2,309 |
| 202E32000 CURB REMOVED | 116 FT | $10.00 | $5.00 | $5.30 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 244 FT | $20.00 | $80.00 | $61.54 |
| 202E35101 PIPE REMOVED, 24" AND UNDER, AS PER PLAN | 105 FT | $50.00 | $17.00 | $53.46 |
| 202E58100 CATCH BASIN REMOVED | 19 EACH | $750 | $300 | $450 |
| 203E20000 EMBANKMENT | 666 CY |
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 →
| $250 |
| $250 |
| 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $138,300 | $30,000 | $46,997 | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 668 CY | $176 | $230 | $230 | 5% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 22,126 SY | $3.60 | $8.00 | $6.75 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $71,350 | $100,000 | $100,000 | 3% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 555 SY | $125 | $110 | $95.01 | 3% |
| 202E23000 PAVEMENT REMOVED | 20,859 SY | $3.00 | $7.00 | $6.31 | 3% |
| 832E30000 EROSION CONTROL | 60,000 EACH | $1.00 | $1.00 | $1.00 | 2% |
| 611E98180 CATCH BASIN, NO. 3A | 12 EACH | $5,000 | $3,500 | $2,494 | 2% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 5,697 FT | $10.00 | $11.00 | $16.28 | 2% |
| 611E98150 CATCH BASIN, NO. 3 | 7 EACH | $7,500 | $4,250 | $3,263 | 2% |
| 202E32500 CURB AND GUTTER REMOVED | 9,914 FT | $5.00 | $3.50 | $5.29 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $42,080 | $45,000 | $22,766 | 2% |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 4,094 FT | $10.00 | $13.00 | $16.58 | 2% |
| $50.00 |
| $40.00 |
| $52.94 |
| 204E45000 PROOF ROLLING | 12 HOUR | $100 | $250 | $217 |
| 206E11000 CURING COAT | 22,126 SY | $1.20 | $1.35 | $1.43 |
| 206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | 1 LS | $20,000 | $25,000 | $15,000 |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $5,000 | $15,000 | $10,500 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $10,000 | $30,000 | $24,000 |
| 204E13000 EXCAVATION OF SUBGRADE | 485 CY | $50.00 | $40.00 | $72.53 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 485 CY | $50.00 | $65.00 | $76.60 |
| 204E50000 GEOTEXTILE FABRIC | 989 SY | $5.00 | $2.00 | $7.55 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $1,000 | $150 | $107 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 | $300 | $98.00 |
| 659E00300 TOPSOIL | 996 CY | $35.00 | $8.00 | $5.00 |
| 659E10000 SEEDING AND MULCHING | 7,086 SY | $1.30 | $2.00 | $0.86 |
| 659E14000 REPAIR SEEDING AND MULCHING | 355 SY | $1.30 | $2.00 | $0.78 |
| 659E15000 INTER-SEEDING | 355 SY | $1.30 | $2.00 | $0.78 |
| 659E20000 COMMERCIAL FERTILIZER | 0.99 TON | $1,400 | $1,750 | $944 |
| 659E31000 LIME | 1.47 ACRE | $80.00 | $10.00 | $153 |
| 659E35000 WATER | 40 MGAL | $11.00 | $10.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,881 SY | $2.50 | $2.50 | $1.45 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $2,000 | $1,475 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $12,600 | $14,000 | $3,750 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $10,000 | $14,000 | $10,628 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 20 FT | $20.00 | $13.00 | $31.51 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 530 FT | $20.00 | $25.00 | $29.87 |
| 611E04400 12" CONDUIT, TYPE B | 85 FT | $100 | $200 | $376 |
| 611E04600 12" CONDUIT, TYPE C | 24 FT | $200 | $140 | $310 |
| 611E07400 18" CONDUIT, TYPE B | 5 FT | $200 | $200 | $460 |
| 611E07600 18" CONDUIT, TYPE C | 9 FT | $400 | $150 | $355 |
| 611E10400 24" CONDUIT, TYPE B | 5 FT | $500 | $300 | $1,091 |
| 611E10600 24" CONDUIT, TYPE C | 9 FT | $800 | $225 | $897 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 15 EACH | $1,500 | $1,250 | $775 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 4 EACH | $2,500 | $1,500 | $1,210 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $250 | $350 | $494 |
| 611E01801 8" CONDUIT, TYPE B, AS PER PLAN | 72 FT | $100 | $280 | $375 |
| 407E20000 NON-TRACKING TACK COAT | 2,310 GAL | $4.00 | $5.00 | $5.00 |
| 609E14000 CURB, TYPE 2-A | 116 FT | $60.00 | $22.00 | $22.04 |
| 202E23000 PAVEMENT REMOVED | 1,200 SY | $3.00 | $7.00 | $5.11 |
| 202E32500 CURB AND GUTTER REMOVED | 600 FT | $5.00 | $3.50 | $5.29 |
| 203E10000 EXCAVATION | 430 CY | $30.00 | $25.00 | $44.69 |
| 203E20000 EMBANKMENT | 13 CY | $50.00 | $40.00 | $52.94 |
| 204E45000 PROOF ROLLING | 1 HOUR | $100 | $250 | $217 |
| 206E10500 CEMENT | 41 TON | $230 | $230 | $250 |
| 206E11000 CURING COAT | 1,367 SY | $1.20 | $1.35 | $1.42 |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 1,367 SY | $3.60 | $8.00 | $7.07 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 189 CY | $148 | $161 | $175 |
| 304E20000 AGGREGATE BASE | 211 CY | $42.00 | $70.00 | $57.86 |
| 407E20000 NON-TRACKING TACK COAT | 136 GAL | $4.00 | $5.00 | $5.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 39 CY | $176 | $230 | $230 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (55 CY | $154 | $250 | $250 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 933 FT | $10.00 | $13.00 | $14.76 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 600 FT | $34.00 | $34.00 | $32.04 |
| 644E00300 CENTER LINE | 0.12 MILE | $6,474 | $6,150 | $6,150 |
| 659E00300 TOPSOIL | 42 CY | $35.00 | $8.00 | $5.00 |
| 659E10000 SEEDING AND MULCHING | 376 SY | $1.30 | $2.00 | $0.86 |
| 659E14000 REPAIR SEEDING AND MULCHING | 19 SY | $1.30 | $2.00 | $0.78 |
| 659E15000 INTER-SEEDING | 19 SY | $1.30 | $2.00 | $0.78 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $1,400 | $1,750 | $944 |
| 659E31000 LIME | 0.08 ACRE | $80.00 | $10.00 | $153 |
| 659E35000 WATER | 1 MGAL | $11.00 | $10.00 | $1.00 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $10,000 | $4,000 | $4,000 |
| 638E20208 SPECIAL - 16" WATER MAIN DIP CLASS 52 MECHANICAL J | 105 FT | $380 | $475 | $736 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 25.8 FT | $16.50 | $18.00 | $18.00 |
| 630E80100 SIGN, FLAT SHEET | 14.8 SF | $35.20 | $21.00 | $21.00 |
| 644E00300 CENTER LINE | 1.83 MILE | $6,474 | $6,150 | $6,150 |
| 644E00400 CHANNELIZING LINE, 8" | 170 FT | $4.57 | $2.50 | $2.50 |
| 644E00500 STOP LINE | 28 FT | $27.89 | $10.00 | $10.00 |
| 644E01300 LANE ARROW | 14 EACH | $253 | $95.00 | $95.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,420 | $2,200 | $2,539 |
| 614E12420 DETOUR SIGNING | 1 LS | $8,971 | $7,500 | $6,190 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 214 EACH | $13.20 | $12.00 | $20.78 |
| 614E13350 OBJECT MARKER, ONE WAY | 214 EACH | $18.70 | $15.00 | $20.78 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $1,155 | $1,100 | $995 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 1.22 MILE | $4,285 | $3,920 | $3,920 |
| 616E10000 WATER | 12 MGAL | $100 | $15.00 | $290 |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $1,000 | $2,000 | $1,871 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $40,000 | $28,434 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 3,208 CY | $148 | $475k | 15% |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 9,852 FT | $34 | $335k | 11% |
| 206E10500 CEMENT | 668 TON | $230 | $154k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 9,922 FT | $15.4 | $153k | 5% |
| 304E20000 AGGREGATE BASE | 3,578 CY | $42 | $150k | 5% |
| 203E10000 EXCAVATION | 4,913 CY | $30 | $147k | 5% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (936 CY | $154 | $144k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $138,300 | $138k | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 668 CY | $176 | $118k | 4% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 22,126 SY | $3.6 | $80k | 3% |