Hur-SR 13-00.00
Huron County · est $12M
Bid dateThursday, February 22—
Huron County · est $12M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 97 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | R3Mark Schaffer Excavating & Trucking | % of bid |
|---|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 13,144 CY | $180 | $161 | $175 | 22% |
| 304E20000 AGGREGATE BASE | 20,403 CY | $60.00 | $77.00 | $86.00 | 11% |
| 202E23000 PAVEMENT REMOVED | 123,795 SY | $9.50 | $13.10 | $22.09 | 11% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,048 CY | $220 | $247 | $230 | 10% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 5,815 CY | $185 | $209 | $200 | 10% |
| 204E20000 EMBANKMENT | 35,158 CY | $28.00 | $18.00 | $10.00 | 9% |
| 206E10500 CEMENT | 3,349 TON | $204 |
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | R3Mark Schaffer Excavating & Trucking |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $2,500 | $1,800 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $3,000 | $2,898 | $1,500 |
| 202E32000 CURB REMOVED | 43 FT | $18.00 | $10.00 | $20.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 39 FT | $18.00 | $15.00 | $30.00 |
| 202E38000 GUARDRAIL REMOVED | 3,281.25 FT | $3.00 | $1.60 | $1.75 |
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 →
| $204 |
| $225 |
| 6% |
| 605E14001 6" BASE PIPE UNDERDRAINS, AS PER PLAN | 72,998 FT | $6.00 | $6.50 | $5.50 | 4% |
| 203E10000 EXCAVATION | 14,443 CY | $21.50 | $5.00 | $5.00 | 3% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 127,921 SY | $2.40 | $3.80 | $3.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $678,200 | $400,000 | 2% |
| 617E10100 COMPACTED AGGREGATE | 3,484 CY | $48.00 | $65.00 | $75.00 | 2% |
| 206E11000 CURING COAT | 127,921 SY | $1.10 | $1.10 | $1.05 | 1% |
| 659E00300 TOPSOIL | 9,195 CY | $14.00 | $30.00 | $10.00 | 1% |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 1,400 CY | $79.00 | $91.00 | $60.00 | 1% |
| 832E30000 EROSION CONTROL | 100,000 EACH | $1.00 | $1.00 | $1.00 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $242,000 | $100,000 | 1% |
| 833E12000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 74 FT | $923 | $1,325 | $1,000 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $65,000 | $60,000 | $150,000 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $60,000 | $90,000 | $25,000 | 1% |
| 300 FT |
| $12.00 |
| $9.80 |
| $10.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 23 EACH | $250 | $145 | $150 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 8 EACH | $250 | $95.00 | $100 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 16 EACH | $250 | $65.00 | $70.00 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $700 | $750 | $550 |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 51 FT | $100 | $43.98 | $30.00 |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" | 248 FT | $132 | $150 | $80.00 |
| 203E20000 EMBANKMENT | 1,375 CY | $23.00 | $49.00 | $25.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 95 CY | $60.00 | $64.00 | $75.00 |
| 204E10000 SUBGRADE COMPACTION | 3,400 SY | $2.50 | $2.00 | $1.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 1,200 CY | $24.00 | $32.00 | $30.00 |
| 204E45000 PROOF ROLLING | 66 HOUR | $250 | $205 | $200 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 48.31 STA | $100 | $40.00 | $45.00 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 14.25 MILE | $270 | $250 | $2,200 |
| 209E80000 GRADING MAILBOX APPROACHES | 15 EACH | $340 | $400 | $250 |
| 606E13000 GUARDRAIL, TYPE 5 | 300 FT | $19.00 | $18.00 | $19.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 2,631.25 FT | $19.00 | $18.40 | $19.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 200 FT | $21.00 | $19.80 | $20.00 |
| 606E15200 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 275 FT | $24.50 | $27.20 | $28.00 |
| 606E17001 RAISING TYPE 5 GUARDRAIL, AS PER PLAN | 50 FT | $5.00 | $9.60 | $10.00 |
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 50 FT | $23.00 | $24.40 | $25.00 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 125 FT | $23.00 | $22.80 | $23.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 23 EACH | $2,450 | $2,480 | $2,500 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 8 EACH | $1,200 | $1,320 | $1,350 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 12 EACH | $1,325 | $920 | $950 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 23 EACH | $1,500 | $1,200 | $2,100 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 3 EACH | $340 | $715 | $750 |
| 623E39601 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE, AS PER P | 2 EACH | $1,600 | $1,200 | $1,350 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 4 EACH | $900 | $625 | $1,000 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $3,500 | $500 | $10,000 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $3,500 | $500 | $10,000 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $253 | $185 | $200 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 68 CY | $250 | $236 | $175 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $25.00 | $25.00 | $50.00 |
| 659E00300 TOPSOIL (4" THICK) | 1,542 CY | $25.00 | $45.00 | $10.00 |
| 659E10000 SEEDING AND MULCHING | 82,837 SY | $0.70 | $0.70 | $0.59 |
| 659E14000 REPAIR SEEDING AND MULCHING | 4,142 SY | $0.70 | $0.70 | $0.28 |
| 659E15000 INTER-SEEDING | 4,142 SY | $0.10 | $0.01 | $0.18 |
| 659E20000 COMMERCIAL FERTILIZER | 11.55 TON | $300 | $300 | $700 |
| 659E31000 LIME | 17.12 ACRE | $25.00 | $25.00 | $10.00 |
| 659E35000 WATER | 459 MGAL | $0.10 | $0.01 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 13,875 SY | $1.15 | $1.15 | $1.85 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,200 | $2,500 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $16,000 | $17,000 | $1,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $14,000 | $17,800 | $5,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $30,000 | $7,422 | $15,000 |
| 602E20000 CONCRETE MASONRY | 5 CY | $5,500 | $3,354 | $3,000 |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 10 FT | $80.00 | $44.00 | $20.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 1,047 FT | $23.00 | $20.00 | $25.00 |
| 611E04600 12" CONDUIT, TYPE C | 29 FT | $80.00 | $65.00 | $75.00 |
| 611E96551 FIELD PAVING OF EXISTING PIPE, AS PER PLAN (103" S | 92 FT | $269 | $269 | $275 |
| 611E96551 FIELD PAVING OF EXISTING PIPE, AS PER PLAN (87" SP | 82 FT | $242 | $242 | $250 |
| 611E97400 CONDUIT, MISC.: VIDEO LOG | 299 FT | $10.00 | $20.00 | $5.00 |
| 611E98180 CATCH BASIN, NO. 3A | 2 EACH | $2,100 | $4,300 | $3,100 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 79 EACH | $350 | $500 | $400 |
| 833E10000 CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LIN | 51 FT | $597 | — | — |
| 899E10000 CURED-IN-PLACE PIPE LINER (42" DIAMETER) | 51 FT | — | $590 | $425 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.25") | 5,620 SY | $10.00 | $4.30 | $5.50 |
| 254E01600 PATCHING PLANED SURFACE | 28 SY | $50.00 | $15.00 | $55.00 |
| 407E10000 TACK COAT | 12,309 GAL | $2.25 | $2.25 | $2.75 |
| 408E10001 PRIME COAT, AS PER PLAN | 6,699 GAL | $4.00 | $5.00 | $6.55 |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 203 CY | $220 | $247 | $225 |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 75 CY | $185 | $209 | $225 |
| 609E24510 CURB, TYPE 4-C | 43 FT | $80.00 | $90.00 | $100 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 14.25 MILE | $875 | $900 | $1,100 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 7.12 MILE | $875 | $900 | $1,200 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.12 MILE | $4,250 | $5,000 | $13,000 |
| 621E00100 RPM | 507 EACH | $35.00 | $34.00 | $50.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 505 EACH | $6.00 | $8.50 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 58 EACH | $11.00 | $12.20 | $12.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 14.12 MILE | $900 | $950 | $1,050 |
| 642E00300 CENTER LINE, TYPE 1 | 7.06 MILE | $1,000 | $1,350 | $1,500 |
| 644E00500 STOP LINE | 272 FT | $14.00 | $8.00 | $9.50 |
| 644E01000 RAILROAD SYMBOL MARKING | 4 EACH | $850 | $650 | $750 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 208 CY | $109 | $105 | $60.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $95.00 | $85.00 | $100 |
| 614E12420 DETOUR SIGNING | 1 LS | $12,500 | $12,500 | $20,000 |
| 614E12460 WORK ZONE MARKING SIGN | 144 EACH | $85.00 | $85.00 | $100 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 100 CY | $225 | $500 | $350 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 16 SNMT | $1,100 | $650 | $1,100 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 7.06 MILE | $850 | $1,100 | $1,200 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 14.12 MILE | $750 | $750 | $800 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 134 FT | $4.00 | $3.00 | $3.25 |
| 614E40051 BUSINESS ENTRANCE SIGN, AS PER PLAN | 3 EACH | $250 | $250 | $300 |
| 616E10000 WATER | 100 MGAL | $65.00 | $130 | $1.00 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 50 FT | $124 | $112 | $115 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 277 SF | $165 | $165 | $175 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 94 FT | $11.00 | $11.09 | $12.00 |
| 516E31000 JOINT SEALER | 94 FT | $31.00 | $31.10 | $32.00 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 238 FT | $124 | $110 | $115 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $2,500 | $4,000 | $5,000 |
| 619E16020 FIELD OFFICE, TYPE C | 15 MNTH | $3,500 | $9,500 | $2,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 13,144 CY | $180 | $2.37M | 20% |
| 304E20000 AGGREGATE BASE | 20,403 CY | $60 | $1.22M | 10% |
| 202E23000 PAVEMENT REMOVED | 123,795 SY | $9.5 | $1.18M | 10% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,048 CY | $220 | $1.11M | 9% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 5,815 CY | $185 | $1.08M | 9% |
| 204E20000 EMBANKMENT | 35,158 CY | $28 | $984k | 8% |
| 206E10500 CEMENT | 3,349 TON | $204 | $683k | 6% |
| 605E14001 6" BASE PIPE UNDERDRAINS, AS PER PLAN | 72,998 FT | $6 | $438k | 4% |
| 203E10000 EXCAVATION | 14,443 CY | $21.5 | $311k | 3% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 127,921 SY | $2.4 | $307k | 3% |