Hen-SR 109-06.00/21.30
Henry County · est $5.6M
Bid dateThursday, December 19—
Henry County · est $5.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 28 more items below.
| Item | Quantity | R1Vernon Nagel INC | R2Geddis Paving & Excavating INC | R3Miller Bros Const INC | % of bid |
|---|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 4,438 CY | $188 | $215 | $190 | 17% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 13,745 CY | $54.50 | $51.50 | $55.00 | 15% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4045 CY | $175 | $195 | $175 | 14% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,126 CY | $198 | $220 | $198 | 13% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 49,799 FT | $5.55 | $11.50 | $8.50 | 6% |
| 304E20000 AGGREGATE BASE | 4,883 CY | $54.50 | $66.50 | $70.00 | 5% |
| 204E13000 EXCAVATION OF SUBGRADE | 13,745 CY |
| Item | Quantity | R1Vernon Nagel INC | R2Geddis Paving & Excavating INC | R3Miller Bros Const INC |
|---|---|---|---|---|
| 204E10000 SUBGRADE COMPACTION | 34,098 SY | $0.50 | $0.50 | $1.10 |
| 209E60500 LINEAR GRADING | 8.7 MILE | $1,260 | $3,000 | $2,600 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 8.7 MILE | $60.00 | $2,500 | $1,600 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 11 EACH | $1,150 | $1,000 | $2,200 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 69 SY | $155 | $150 | $130 |
| 611E00900 |
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 →
| $15.50 |
| $23.00 |
| $30.00 |
| 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $100,000 | $299,000 | 4% |
| 202E23000 PAVEMENT REMOVED | 24,725 SY | $7.65 | $12.50 | $17.00 | 4% |
| 832E30000 EROSION CONTROL | 186,000 EACH | $1.00 | $1.00 | $1.00 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $160,000 | $50,800 | $171,500 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = 3.5") | 48,100 SY | $2.85 | $3.15 | $2.80 | 3% |
| 617E10100 COMPACTED AGGREGATE | 999 CY | $82.00 | $75.00 | $75.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $53,250 | $40,000 | $30,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $53,000 | $30,000 | $5,120 | 1% |
| 204E50000 GEOTEXTILE FABRIC | 34,098 SY | $1.30 | $1.70 | $1.15 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $44,325 | $2,501 | $10,000 | 1% |
| 203E20000 EMBANKMENT | 2,582 CY | $13.20 | $40.50 | $30.00 | 1% |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 1,798 FT | $16.50 | $11.50 | $37.00 | 1% |
| 407E10000 TACK COAT | 9,451 GAL | $2.75 | $3.05 | $2.75 | 1% |
| 200 FT |
| $25.00 |
| $42.00 |
| $30.00 |
| 611E01400 6" CONDUIT, TYPE E | 200 FT | $21.50 | $42.00 | $25.00 |
| 611E01500 6" CONDUIT, TYPE F | 200 FT | $21.50 | $42.00 | $25.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 39 EACH | $620 | $700 | $450 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $925 | $925 | $750 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 4,159 LB | $2.25 | $2.25 | $2.25 |
| 621E00100 RPM | 320 EACH | $43.00 | $53.00 | $43.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 154 EACH | $7.20 | $3.60 | $18.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 9.57 MILE | $750 | $825 | $800 |
| 642E00300 CENTER LINE, TYPE 1 | 4.87 MILE | $700 | $770 | $1,000 |
| 644E00500 STOP LINE | 29 FT | $25.00 | $27.50 | $25.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 130 CY | $24.20 | $66.50 | $250 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 30 CY | $40.00 | $26.00 | $95.00 |
| 614E12460 WORK ZONE MARKING SIGN | 32 EACH | $90.00 | $220 | $90.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 30 CY | $200 | $510 | $635 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 24 SNMT | $850 | $895 | $850 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 9.74 MILE | $700 | $770 | $900 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 4.87 MILE | $700 | $825 | $900 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 19.1 MILE | $750 | $825 | $700 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 9.57 MILE | $750 | $825 | $700 |
| 616E10000 WATER | 20 MGAL | $47.50 | $110 | $50.00 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $13,500 | $2,000 | $1,000 |
| 619E16010 FIELD OFFICE, TYPE B | 8 MNTH | $750 | $1,500 | $3,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 4,438 CY | $187.5 | $832k | 16% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 13,745 CY | $54.5 | $749k | 15% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4045 CY | $175 | $708k | 14% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,126 CY | $198 | $619k | 12% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 49,799 FT | $5.55 | $276k | 5% |
| 304E20000 AGGREGATE BASE | 4,883 CY | $54.5 | $266k | 5% |
| 204E13000 EXCAVATION OF SUBGRADE | 13,745 CY | $15.5 | $213k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 4% |
| 202E23000 PAVEMENT REMOVED | 24,725 SY | $7.65 | $189k | 4% |
| 832E30000 EROSION CONTROL | 186,000 EACH | $1 | $186k | 4% |