Cra-SR 96-00.00
Crawford County · est $3.6M
Bid dateThursday, August 25—
Crawford County · est $3.6M
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 · 46 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 4,558 CY | $185 | $166 | 28% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 2,189 CY | $230 | $185 | 17% |
| 690E98900 SPECIAL - EMULSIFIED ASPHALT | 129,681 GAL | $2.40 | $2.50 | 10% |
| 304E20000 AGGREGATE BASE (12" THICK) | 6,048 CY | $45.00 | $64.00 | 9% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE, 6.00 I | 57,635 SY | $4.10 | $6.00 | 8% |
| 203E10000 EXCAVATION | 8,799 CY | $19.00 | $23.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $104,100 | $50,000 | 3% |
| 832E30000 EROSION CONTROL |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 25 FT | $2.00 | $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 2 EACH | $275 | $280 |
| 203E20000 EMBANKMENT | 570 CY | $11.00 | $18.00 |
| 204E10000 SUBGRADE COMPACTION | 18,985 SY | $0.75 | $1.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 855 CY | $15.00 | $15.00 |
| 204E20000 EMBANKMENT | 855 CY | $12.00 | $25.00 |
| 204E45000 PROOF ROLLING |
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 →
| 100,000 EACH |
| $1.00 |
| $1.00 |
| 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 3% |
| 202E23000 PAVEMENT REMOVED (6.00"-10.25"+/-) | 12,795 SY | $6.00 | $10.00 | 3% |
| 690E98800 SPECIAL - ADDITIONAL ADDITIVES (CEMENT, FLY ASH, L | 307 TON | $250 | $250 | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,081 CY | $60.00 | $70.00 | 2% |
| 204E51000 GEOGRID | 18,130 SY | $2.10 | $1.60 | 1% |
| 659E00300 TOPSOIL | 836 CY | $40.00 | $25.00 | 1% |
| 605E31100 AGGREGATE DRAINS | 7,751 FT | $3.00 | $15.00 | 1% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN (2.5"+/-) | 40,626 SY | $0.50 | $2.00 | 1% |
| 209E60500 LINEAR GRADING | 8 MILE | $2,250 | $2,000 | 1% |
| 690E98800 SPECIAL - CORRECTIVE AGGREGATE FOR FDR (FINE, COAR | 1,933 TON | $8.00 | $8.00 | 1% |
| 407E10000 TACK COAT | 6,775 GAL | $2.25 | $2.50 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $20,000 | 0% |
| 11 HOUR |
| $200 |
| $500 |
| 205E10050 LIME STABILIZED EMBANKMENT | 120 CY | $50.00 | $100 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 8 MILE | $500 | $1,500 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 162.5 FT | $11.60 | $12.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 1 EACH | $2,495 | $2,500 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $1,465 | $1,500 |
| 623E38501 MONUMENT ASSEMBLY, TYPE C, AS PER PLAN | 8 EACH | $1,100 | $1,500 |
| 623E40900 MONUMENT, MISC.: LOCATING MONUMENT STONES | 8 EACH | $1,000 | $850 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $98.00 | $50.00 |
| 659E00300 TOPSOIL (4" THICK) | 227 CY | $60.00 | $40.00 |
| 659E10000 SEEDING AND MULCHING | 7,531 SY | $0.81 | $0.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 377 SY | $0.78 | $0.80 |
| 659E15000 INTER-SEEDING | 377 SY | $0.78 | $0.60 |
| 659E20000 COMMERCIAL FERTILIZER | 1.02 TON | $966 | $700 |
| 659E31000 LIME | 1.56 ACRE | $153 | $10.00 |
| 659E35000 WATER | 42 MGAL | $1.00 | $10.00 |
| 670E00500 SLOPE EROSION PROTECTION | 2,035 SY | $1.44 | $2.50 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,875 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $3,650 | $5,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $10,000 | $12,000 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (4.25" DEEP) | 1,950 SY | $4.50 | $16.00 |
| 254E01600 PATCHING PLANED SURFACE | 11 SY | $1.25 | $65.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 3,448 GAL | $4.25 | $6.00 |
| 690E98400 SPECIAL - MIXTURE DESIGN FOR RECLAIMED BASE COURSE | 1 LS | $14,000 | $14,000 |
| 621E00100 RPM | 269 EACH | $40.00 | $40.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 269 EACH | $4.00 | $8.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 (WHITE) | 7.33 MILE | $724 | $900 |
| 642E00300 CENTER LINE, TYPE 1 | 3.67 MILE | $1,095 | $1,000 |
| 644E00500 STOP LINE | 80 FT | $7.24 | $20.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 329 CY | $25.00 | $40.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $14,645 | $15,000 |
| 614E12460 WORK ZONE MARKING SIGN | 34 EACH | $155 | $160 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 37 CY | $200 | $330 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 10 SNMT | $950 | $1,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 3.67 MILE | $733 | $1,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 7.33 MILE | $597 | $855 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 80 FT | $5.22 | $6.00 |
| 616E10000 WATER | 50 MGAL | $30.00 | $70.00 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $2,200 | $2,900 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $34,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 4,558 CY | $185 | $843k | 26% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 2,189 CY | $230 | $503k | 15% |
| 690E98900 SPECIAL - EMULSIFIED ASPHALT | 129,681 GAL | $2.4 | $311k | 9% |
| 304E20000 AGGREGATE BASE (12" THICK) | 6,048 CY | $45 | $272k | 8% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE, 6.00 I | 57,635 SY | $4.1 | $236k | 7% |
| 203E10000 EXCAVATION | 8,799 CY | $19 | $167k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $104,100 | $104k | 3% |
| 832E30000 EROSION CONTROL | 100,000 EACH | $1 | $100k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 202E23000 PAVEMENT REMOVED (6.00"-10.25"+/-) | 12,795 SY | $6 | $77k | 2% |