HEN-US 6-00.00 Resurfacing
HEN County · est $5.8M
Bid dateThursday, May 13—
HEN County · est $5.8M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 9.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 56 more items below.
| Item | Quantity | R1Miller Bros Const INC | R2Vernon Nagel INC | % of bid |
|---|---|---|---|---|
| 302E46001 ASPHALT CONCRETE BASE, AS PER PLAN (PG 64-22) | 11,958 CY | $135 | $135 | 29% |
| 202E23000 PAVEMENT REMOVED | 68,463 SY | $10.00 | $8.00 | 12% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 3,436 CY | $153 | $153 | 9% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,958 CY | $173 | $173 | 9% |
| 304E20000 AGGREGATE BASE | 12,411 CY | $40.00 | $43.00 | 9% |
| 206E10500 CEMENT | 2,286 TON | $140 | $152 | 6% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 76,645 SY | $3.30 | $3.00 | 5% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC |
| Item | Quantity | R1Miller Bros Const INC | R2Vernon Nagel INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,500 | $6,500 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 6 FT | $70.00 | $6.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 6 FT | $20.00 | $12.00 |
| 203E20000 EMBANKMENT | 1,182 CY | $5.00 | $12.00 |
| 204E10000 SUBGRADE COMPACTION | 1,400 SY | $0.25 | $1.00 |
| 204E45000 PROOF ROLLING | 38 HOUR | $85.00 | $200 |
| 206E30000 MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | 1 LS | $15,000 |
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 →
| 36,162 FT |
| $6.25 |
| $10.00 |
| 4% |
| 203E10000 EXCAVATION | 23,708 CY | $9.00 | $12.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | 4% |
| 832E30000 EROSION CONTROL | 120,000 EACH | $1.00 | $1.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $105,000 | $120,000 | 2% |
| 659E00300 TOPSOIL | 3,708 CY | $20.00 | $25.00 | 1% |
| 206E11000 CURING COAT | 76,645 SY | $0.60 | $0.38 | 1% |
| 617E10100 COMPACTED AGGREGATE | 759 CY | $54.50 | $50.00 | 1% |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 609 SY | $54.75 | $50.00 | 1% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 18,780 FT | $1.75 | $1.75 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $26,000 | $40,000 | 0% |
| 670E00500 SLOPE EROSION PROTECTION | 13,084 SY | $1.90 | $1.90 | 0% |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 1,560 FT | $15.50 | $10.00 | 0% |
| $40,000 |
| 623E38500 MONUMENT ASSEMBLY | 16 EACH | $850 | $750 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 13 EACH | $365 | $300 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 18 SY | $135 | $120 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $20.00 | $40.00 |
| 659E10000 SEEDING AND MULCHING | 33,396 SY | $0.60 | $0.60 |
| 659E14000 REPAIR SEEDING AND MULCHING | 1,672 SY | $0.15 | $0.15 |
| 659E20000 COMMERCIAL FERTILIZER | 7.53 TON | $400 | $400 |
| 659E31000 LIME | 6.9 ACRE | $5.00 | $5.00 |
| 659E35000 WATER | 271 MGAL | $0.50 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,895 | $1,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $2,750 | $1,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $7,605 | $7,600 |
| 602E20000 CONCRETE MASONRY | 0.69 CY | $1,450 | $2,500 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 400 FT | $38.00 | $20.00 |
| 611E04600 12" CONDUIT, TYPE C | 6 FT | $150 | $68.00 |
| 611E16600 36" CONDUIT, TYPE C | 12 FT | $350 | $150 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $3,650 | $4,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 10 EACH | $195 | $230 |
| 407E20000 NON-TRACKING TACK COAT | 7,753 GAL | $1.95 | $1.95 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 7.16 MILE | $450 | $450 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 3.49 MILE | $450 | $450 |
| 621E00100 RPM | 254 EACH | $34.50 | $33.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 90 EACH | $13.00 | $12.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 375.4 FT | $11.00 | $11.00 |
| 630E08600 SIGN POST REFLECTOR | 32 EACH | $45.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 175.7 SF | $20.00 | $20.00 |
| 630E82000 SIGN BACKING ASSEMBLY | 5 EACH | $125 | $125 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 25 EACH | $15.00 | $15.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 23 EACH | $15.00 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 7.22 MILE | $650 | $650 |
| 642E00300 CENTER LINE, TYPE 1 | 7.21 MILE | $850 | $850 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 150 FT | $1.00 | $1.00 |
| 642E00500 STOP LINE, TYPE 1 | 130 FT | $3.00 | $3.00 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 220 FT | $3.00 | $3.00 |
| 642E01300 LANE ARROW, TYPE 1 | 4 EACH | $50.00 | $50.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 528 SY | $10.98 | $5.60 |
| 407E20000 NON-TRACKING TACK COAT | 45 GAL | $1.95 | $1.95 |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 22 CY | $300 | $300 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,500 | $7,500 |
| 614E12460 WORK ZONE MARKING SIGN | 16 EACH | $75.00 | $75.00 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $192 | $192 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $56.00 | $56.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 12 SNMT | $900 | $900 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 10.5 MILE | $650 | $650 |
| 616E10000 WATER | 96 MGAL | $10.00 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 4 CY | $110 | $80.00 |
| 642E00300 CENTER LINE, TYPE 1 | 3 MILE | $850 | $850 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $550 | $1,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E46001 ASPHALT CONCRETE BASE, AS PER PLAN (PG 64-22) | 11,958 CY | $135 | $1.61M | 28% |
| 202E23000 PAVEMENT REMOVED | 68,463 SY | $10 | $685k | 12% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 3,436 CY | $153 | $526k | 9% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,958 CY | $173 | $512k | 9% |
| 304E20000 AGGREGATE BASE | 12,411 CY | $40 | $496k | 9% |
| 206E10500 CEMENT | 2,286 TON | $139.5 | $319k | 5% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 76,645 SY | $3.3 | $253k | 4% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 36,162 FT | $6.25 | $226k | 4% |
| 203E10000 EXCAVATION | 23,708 CY | $9 | $213k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |