Hur-SR 61-06.70
Huron County · est $4.3M
Bid dateThursday, August 25—
Huron County · est $4.3M
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 · 40 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | R3Gerken Paving INC | R4Erie Blacktop INC | % of bid |
|---|---|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 8,303 CY | $205 | $182 | $198 | $205 | 49% |
| 442E10081 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 2,534 CY | $195 | $178 | $185 | $192 | 14% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (LONGITUDINAL) | 1,265 CY | $222 | $250 | $230 | $215 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $224,000 | $230,520 | $138,000 | $190,000 |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | R3Gerken Paving INC | R4Erie Blacktop INC |
|---|---|---|---|---|---|
| 202E34900 PIPE REMOVED | 12 FT | $33.00 | $33.00 | $28.00 | $34.75 |
| 202E38000 GUARDRAIL REMOVED | 1,400 FT | $1.20 | $1.20 | $1.20 | $1.30 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 26 EACH | $195 | $195 | $195 | $205 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $125 | $125 | $125 |
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 →
| 6% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 543 CY | $276 | $450 | $355 | $725 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $50,000 | $100,000 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 138,230 SY | $0.65 | $0.95 | $2.00 | $0.95 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00") | 60,702 SY | $0.90 | $1.40 | $4.25 | $1.90 | 2% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 22 EACH | $2,370 | $2,370 | $2,370 | $2,490 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN, @ 0.40 GAL/SY | 12,263 GAL | $4.25 | $3.85 | $3.50 | $4.90 | 1% |
| 617E10100 COMPACTED AGGREGATE | 1,711 CY | $30.00 | $44.00 | $62.00 | $54.50 | 1% |
| 253E02000 PAVEMENT REPAIR (LONGITUDINAL) | 204 CY | $243 | $350 | $255 | $535 | 1% |
| 407E10000 TACK COAT @ 0.09 GAL/SY | 17,309 GAL | $2.00 | $2.15 | $2.00 | $2.65 | 1% |
| 253E02000 PAVEMENT REPAIR (TRANSVERSE) | 88 CY | $328 | $450 | $440 | $700 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 30.23 MILE | $925 | $925 | $825 | $970 | 1% |
| 621E00100 RPM | 955 EACH | $28.50 | $28.50 | $28.50 | $29.95 | 1% |
| 209E60500 LINEAR GRADING | 18.04 MILE | $1,200 | $1,400 | $625 | $1,700 | 1% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 26.18 MILE | $715 | $715 | $850 | $750 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 912.5 FT | $19.60 | $19.60 | $19.60 | $20.60 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E(MASH 2016) | 7 EACH | $2,550 | $2,550 | $2,550 | $2,680 | 1% |
| $132 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $95.00 | $95.00 | $95.00 | $100 |
| 203E10000 EXCAVATION | 8 CY | $45.00 | $45.00 | $98.00 | $47.25 |
| 203E20000 EMBANKMENT | 8 CY | $85.00 | $85.00 | $251 | $89.25 |
| 203E20001 EMBANKMENT, AS PER PLAN | 231 CY | $53.00 | $53.00 | $251 | $55.70 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 4.19 STA | $100 | $100 | $100 | $105 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 8.08 MILE | $1,200 | $1,400 | $1,800 | $1,690 |
| 606E13000 GUARDRAIL, TYPE 5 | 12.5 FT | $21.20 | $21.20 | $21.20 | $22.25 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 225 FT | $11.80 | $11.80 | $11.80 | $12.40 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 425 FT | $4.60 | $4.60 | $4.60 | $4.85 |
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 100 FT | $23.40 | $23.40 | $23.40 | $24.60 |
| 606E17700 REPLACE EXISTING GUARDRAIL BLOCKOUT | 6 EACH | $25.00 | $25.00 | $25.00 | $26.25 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,360 | $1,360 | $1,360 | $1,430 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 2 EACH | $195 | $195 | $195 | $205 |
| 659E10000 SEEDING AND MULCHING | 23 SY | $24.00 | $24.00 | $19.50 | $25.20 |
| 832E30000 EROSION CONTROL | 500 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL (HALF HEIGHT) | 1 CY | $2,400 | $2,400 | $1,990 | $2,520 |
| 611E06400 15" CONDUIT, TYPE D | 12.5 FT | $110 | $110 | $201 | $116 |
| 254E01600 PATCHING PLANED SURFACE | 913 SY | $1.25 | $3.00 | $15.00 | $11.50 |
| 304E20000 AGGREGATE BASE (8.00") | 6 CY | $105 | $105 | $190 | $110 |
| 407E10000 TACK COAT FOR INTERMEDIATE COURSE @ 0.05 GAL/SY | 3,039 GAL | $2.00 | $2.15 | $2.00 | $2.65 |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 85.37 CY | $205 | $182 | $198 | $205 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 5.36 MILE | $1,175 | $1,700 | $1,175 | $1,235 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 5.36 MILE | $2,000 | $4,500 | $13,000 | $5,300 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 953 EACH | $2.00 | $4.00 | $8.00 | $6.50 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BI-DIRECTIONAL | 45 EACH | $11.40 | $11.40 | $11.40 | $12.00 |
| 642E00300 CENTER LINE, TYPE 1 | 13.09 MILE | $995 | $995 | $825 | $1,045 |
| 644E00500 STOP LINE | 586 FT | $10.00 | $10.00 | $10.00 | $10.50 |
| 644E01000 RAILROAD SYMBOL MARKING | 2 EACH | $500 | $500 | $800 | $525 |
| 614E12460 WORK ZONE MARKING SIGN | 124 EACH | $60.00 | $75.00 | $115 | $78.75 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 15 CY | $250 | $300 | $475 | $495 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 1,330 FT | $1.00 | $3.50 | $3.00 | $3.70 |
| 614E32210 WORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 | 6 EACH | $100 | $350 | $300 | $370 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $4,000 | $2,700 | $5,500 | $4,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $16,000 | $20,000 | $18,500 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,800 | $1,800 | $3,500 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $7,500 | $8,500 | $10,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 8,303 CY | $205 | $1.70M | 47% |
| 442E10081 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 2,534 CY | $195 | $494k | 14% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (LONGITUDINAL) | 1,265 CY | $222 | $281k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $224,000 | $224k | 6% |
| 251E01030 PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 543 CY | $276 | $150k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50") | 138,230 SY | $0.65 | $90k | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00") | 60,702 SY | $0.9 | $55k | 1% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 22 EACH | $2,370 | $52k | 1% |
| 408E10001 PRIME COAT, AS PER PLAN, @ 0.40 GAL/SY | 12,263 GAL | $4.25 | $52k | 1% |