CLI-Davids Drive Reconstruction
CLI County · est $1.9M
Bid dateThursday, September 25—
CLI County · est $1.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 57 more items below.
| Item | Quantity | R1Fillmore Construction | R2Performance Site Development | R3John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (1495 CY | $188 | $205 | $203 | 21% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 1,068 CY | $194 | $233 | $228 | 15% |
| 253E02000 PAVEMENT REPAIR | 900 CY | $200 | $375 | $477 | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $91,500 | $30,427 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $112,000 | $87,500 | 7% |
| 611E98180 CATCH BASIN, NO. 3A | 23 EACH | $4,000 | $2,995 | $2,985 | 7% |
| 611E98150 CATCH BASIN, NO. 3 | 11 EACH | $6,000 | $3,950 |
| Item | Quantity | R1Fillmore Construction | R2Performance Site Development | R3John R Jurgensen Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $29,950 | $500 |
| 202E23000 PAVEMENT REMOVED | 269 SY | $10.00 | $11.80 | $53.08 |
| 202E32500 CURB AND GUTTER REMOVED | 675 FT | $10.00 | $11.00 | $20.92 |
| 203E20000 EMBANKMENT | 4 CY | $100 | $80.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 631 SY | $3.00 | $5.00 | $5.62 |
| 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 →
| $4,234 |
| 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 29,978 SY | $2.00 | $1.75 | $3.23 | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $49,985 | $6,387 | 3% |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 727 FT | $45.00 | $39.00 | $58.38 | 2% |
| 638E20420 SPECIAL - 8" WATER MAIN POLYVINYL CHLORIDE PIPE AN | 137 FT | $231 | $155 | $281 | 2% |
| 611E04400 12" CONDUIT, TYPE B | 130 FT | $200 | $144 | $266 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 129 CY | $180 | $503 | $523 | 2% |
| 832E30000 EROSION CONTROL | 20,000 EACH | $1.00 | $1.00 | $1.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $34,450 | $5,092 | 1% |
| 203E10000 EXCAVATION | 364 CY | $50.00 | $41.50 | $77.48 | 1% |
| 202E58100 CATCH BASIN REMOVED | 33 EACH | $500 | $420 | $828 | 1% |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $15,000 | $7,750 | $2,910 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 4,612 GAL | $3.00 | $5.30 | $5.00 | 1% |
| 608E52000 CURB RAMP | 457 SF | $30.00 | $22.00 | $24.82 | 1% |
| 211 CY |
| $50.00 |
| $34.00 |
| $54.31 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 211 CY | $60.00 | $72.00 | $83.30 |
| 204E45000 PROOF ROLLING | 1 HOUR | $100 | $450 | $231 |
| 204E50000 GEOTEXTILE FABRIC | 631 SY | $2.00 | $3.00 | $4.64 |
| 690E98400 SPECIAL - CONSULTANT FOR CONCRETE QUALITY CONTROL | 1 LS | $5,000 | $12,750 | $9,450 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 310 FT | $20.00 | $29.00 | $44.29 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $200 | $95.00 | $280 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 | $78.90 | $200 |
| 659E00300 TOPSOIL | 316 CY | $30.00 | $68.30 | $35.84 |
| 659E10000 SEEDING AND MULCHING | 2,846 SY | $1.45 | $2.65 | $1.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 142 SY | $2.20 | $2.65 | $1.00 |
| 659E15000 INTER-SEEDING | 142 SY | $2.20 | $2.65 | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 0.41 TON | $1,400 | $800 | $1,500 |
| 659E31000 LIME | 0.59 ACRE | $450 | $31.51 | $200 |
| 659E35000 WATER | 16 MGAL | $10.00 | $31.55 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 2,709 SY | $2.00 | $3.70 | $2.35 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $3,400 | $2,435 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $12,500 | $9,950 | $12,362 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 20 FT | $20.00 | $36.00 | $36.97 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 366 FT | $15.00 | $27.00 | $40.78 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 74 FT | $30.00 | $35.00 | $39.24 |
| 611E04600 12" CONDUIT, TYPE C | 114 FT | $100 | $110 | $225 |
| 611E07400 18" CONDUIT, TYPE B | 24 FT | $200 | $165 | $613 |
| 611E07600 18" CONDUIT, TYPE C | 40 FT | $150 | $155 | $331 |
| 611E10400 24" CONDUIT, TYPE B | 4 FT | $300 | $320 | $560 |
| 611E10600 24" CONDUIT, TYPE C | 8 FT | $200 | $320 | $450 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $7,500 | $3,215 | $2,835 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $1,500 | $1,550 | $1,392 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $350 | $500 | $683 |
| 304E20000 AGGREGATE BASE | 174 CY | $60.00 | $75.00 | $199 |
| 638E20500 SPECIAL - VALVE BOX ADJUSTED TO GRADE (CITY OF WIL | 1 EACH | $50.00 | $500 | $1,045 |
| 638E20554 SPECIAL - 8" GATE VALVE WITH VALVE BOX (CITY OF WI | 1 EACH | $1,654 | $2,950 | $4,673 |
| 638E20708 SPECIAL - 12" X 8" TAPPING SLEEVE, VALVE AND VALVE | 1 EACH | $6,674 | $8,950 | $7,734 |
| 638E20750 SPECIAL - 6" FIRE HYDRANT (CITY OF WILMINGTON SPEC | 1 EACH | $7,732 | $12,955 | $11,969 |
| 638E20760 SPECIAL - FIRE HYDRANT REMOVED AND DISPOSED OF(CIT | 2 EACH | $75.00 | $1,250 | $691 |
| 638E98600 WATER WORK, MISC.:8" WATERLINE ABANDONED | 2,082 FT | $0.50 | $2.00 | $10.24 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 119.6 FT | $20.33 | $25.25 | $20.33 |
| 630E80100 SIGN, FLAT SHEET | 52.8 SF | $23.71 | $33.65 | $23.71 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 5 EACH | $16.56 | $10.55 | $16.56 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $22.08 | $15.80 | $22.08 |
| 644E00300 CENTER LINE | 2.49 MILE | $5,055 | $4,946 | $5,055 |
| 644E00404 CHANNELIZING LINE, 12" | 936 FT | $1.70 | $2.65 | $1.70 |
| 644E00500 STOP LINE | 56 FT | $5.85 | $10.55 | $5.85 |
| 644E00620 CROSSWALK LINE, 12" | 290 FT | $5.25 | $5.30 | $5.25 |
| 644E01300 LANE ARROW | 29 EACH | $125 | $85.00 | $125 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,787 | $6,077 | $5,787 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,245 | $4,150 | $1,245 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 2.75 MILE | $1,515 | $2,264 | $1,515 |
| 616E10000 WATER | 1 MGAL | $10.00 | $500 | $157 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 2.75 MILE | $2,050 | $2,264 | $2,050 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 2.1 MILE | $1,230 | $2,277 | $1,230 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 1.02 MILE | $10,106 | $10,200 | $10,106 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (1495 CY | $188 | $281k | 18% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 1,068 CY | $194 | $207k | 13% |
| 253E02000 PAVEMENT REPAIR | 900 CY | $200 | $180k | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $100k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 6% |
| 611E98180 CATCH BASIN, NO. 3A | 23 EACH | $4,000 | $92k | 6% |
| 611E98150 CATCH BASIN, NO. 3 | 11 EACH | $6,000 | $66k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 29,978 SY | $2 | $60k | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $40k | 3% |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 727 FT | $45 | $33k | 2% |