Hur-US 250/SR 61-00.75/Var
Huron County · est $4.9M
Bid dateThursday, April 10—
Huron County · est $4.9M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 107 more items below.
| Item | Quantity | R1Gerken Paving INC | R2Erie Blacktop INC | % of bid |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 7,827 CY | $218 | $230 | 41% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(1.50") | 192,980 SY | $2.60 | $2.15 | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $330,000 | $325,000 | 8% |
| 608E52000 CURB RAMP | 16,368 SF | $17.50 | $13.85 | 7% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,255 CY | $220 | $300 | 7% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 203 EACH | $1,125 | $895 | 5% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 223 EACH | $645 | $680 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $250,000 | 2% |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 45 EACH | $1,650 | $1,735 | 2% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 125 SY | $546 | $575 | 2% |
| 608E10000 4" CONCRETE WALK | 8,462 SF | $7.50 | $9.40 | 2% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 520 HOUR | $110 | $96.50 | 1% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 214 CY | $265 | $280 | 1% |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 130 EACH | $420 | $440 | 1% |
| 202E30000 WALK REMOVED | 21,492 SF | $2.00 | $1.85 | 1% |
| 407E20000 NON-TRACKING TACK COAT(0.09 GAL/SY) | 17,368 GAL | $2.25 | $2.55 | 1% |
| 253E02000 PAVEMENT REPAIR | 125 CY | $310 | $400 | 1% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 125 SY | $296 | $311 | 1% |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 22 EACH | $1,600 | $2,550 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $33,435 | $25,000 | 1% |
| Item | Quantity | R1Gerken Paving INC | R2Erie Blacktop INC |
|---|---|---|---|
| 202E32000 CURB REMOVED | 1,975 FT | $8.00 | $13.85 |
| 202E32500 CURB AND GUTTER REMOVED | 1,276 FT | $10.00 | $12.75 |
| 202E38000 GUARDRAIL REMOVED | 1,031.25 FT | $2.00 | $2.10 |
| 202E38700 GUARDRAIL POST REMOVED | 4 EACH | $15.00 | $15.75 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 3 EACH | $245 | $260 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 7 EACH | $120 | $126 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 3 EACH | $95.00 |
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 →
| $99.75 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 2 EACH | $110 | $116 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 5 EACH | $65.00 | $68.25 |
| 203E20001 EMBANKMENT, AS PER PLAN(GUARDRAIL) | 91.5 CY | $66.00 | $69.30 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 6 STA | $50.00 | $52.50 |
| 209E60500 LINEAR GRADING | 3.5 MILE | $2,000 | $2,275 |
| 606E13000 GUARDRAIL, TYPE 5 | 168.75 FT | $20.00 | $21.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,075 FT | $18.80 | $19.75 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 12.5 FT | $18.00 | $18.90 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 300 FT | $6.80 | $7.15 |
| 606E17700 REPLACE EXISTING GUARDRAIL BLOCKOUT | 5 EACH | $45.00 | $47.25 |
| 606E17900 GUARDRAIL POST | 6 EACH | $135 | $142 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 3 EACH | $2,280 | $2,395 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 4 EACH | $2,320 | $2,440 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 2 EACH | $960 | $1,010 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 6 EACH | $1,320 | $1,390 |
| 606E27850 ANCHOR ASSEMBLY REBUILT, TYPE E | 1 EACH | $1,050 | $1,100 |
| 606E27900 ANCHOR ASSEMBLY REBUILT, TYPE T | 3 EACH | $750 | $790 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH | $2,550 | $2,680 |
| 606E35100 BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $520 | $550 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $550 | $580 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 2 EACH | $930 | $980 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 15 EACH | $440 | $465 |
| 623E39601 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE, AS PER P | 5 EACH | $1,030 | $1,085 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $3,645 | $3,830 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 13 EACH | $13.50 | $14.20 |
| 659E00301 TOPSOIL, AS PER PLAN | 37 CY | $35.00 | $120 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 1,500 LB | $2.50 | $2.65 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 32 FT | $5.50 | $46.00 |
| 254E01600 PATCHING PLANED SURFACE | 872 SY | $12.00 | $8.90 |
| 408E10001 PRIME COAT, AS PER PLAN | 1,643 GAL | $7.25 | $5.40 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 376 FT | $32.00 | $38.60 |
| 609E14001 CURB, TYPE 2-A, AS PER PLAN | 275 FT | $15.00 | $38.80 |
| 609E26000 CURB, TYPE 6 | 514 FT | $28.00 | $27.60 |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 192 FT | $28.00 | $34.40 |
| 617E10100 COMPACTED AGGREGATE(2.0" AVERAGE) | 229 CY | $100 | $85.00 |
| 630E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 5 EACH | $425 | $142 |
| 630E80100 SIGN, FLAT SHEET | 5 SF | $35.00 | $29.40 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $65.00 | $78.75 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $25.00 | $31.50 |
| 642E00104 EDGE LINE, 6", TYPE 1(WHITE) | 0.6 MILE | $800 | $1,050 |
| 642E00300 CENTER LINE, TYPE 1 | 1.02 MILE | $900 | $1,260 |
| 644E00400 CHANNELIZING LINE, 8" | 1,617 FT | $2.00 | $1.60 |
| 644E00500 STOP LINE | 352 FT | $7.00 | $7.35 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 1,463 FT | $6.00 | $6.30 |
| 644E01300 LANE ARROW | 16 EACH | $90.00 | $105 |
| 646E10010 EDGE LINE, 6"(WHITE) | 0.18 MILE | $16,200 | $8,400 |
| 646E10200 CENTER LINE | 0.13 MILE | $16,200 | $12,600 |
| 646E10010 EDGE LINE, 6"(YELLOW) | 0.08 MILE | $16,200 | $8,400 |
| AA2 644E00104 EDGE LINE, 6"(WHITE) (ALTERNATIVE 2) | 2.28 MILE | $4,175 | $3,850 |
| AA2 644E00104 EDGE LINE, 6"(YELLOW) (ALTERNATIVE 2) | 1.58 MILE | $4,175 | $3,850 |
| AA2 644E00300 CENTER LINE (ALTERNATIVE 2) | 7.91 MILE | $4,000 | $6,050 |
| AA2 644E00400 CHANNELIZING LINE, 8" (ALTERNATIVE 2) | 8,171 FT | $1.30 | $1.65 |
| AA2 644E00500 STOP LINE (ALTERNATIVE 2) | 1,510 FT | $7.00 | $6.60 |
| AA2 644E00630 CROSSWALK LINE, 24" (ALTERNATIVE 2) | 2,221 FT | $7.00 | $6.60 |
| AA2 644E00631 CROSSWALK LINE, 24", AS PER PLAN (ALTERNATIVE 2) | 667 FT | $14.00 | $6.60 |
| AA2 644E00700 TRANSVERSE/DIAGONAL LINE (ALTERNATIVE 2) | 1,006 FT | $8.00 | $6.60 |
| AA2 644E01000 RAILROAD SYMBOL MARKING (ALTERNATIVE 2) | 2 EACH | $800 | $605 |
| AA2 644E01100 SCHOOL SYMBOL MARKING, 72" (ALTERNATIVE 2) | 4 EACH | $700 | $330 |
| AA2 644E01200 PARKING LOT STALL MARKING (ALTERNATIVE 2) | 3,010 FT | $3.00 | $1.65 |
| AA2 644E01300 LANE ARROW (ALTERNATIVE 2) | 200 EACH | $90.00 | $93.50 |
| AA2 644E50100 PAVEMENT MARKING, MISC.:(HANDICAP PARKING STALL) ( | 4 EACH | $300 | $82.50 |
| 632E20730 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN | 2 EACH | $975 | $1,025 |
| 632E20750 ACCESSIBLE PEDESTRIAN PUSHBUTTON | 2 EACH | $950 | $1,000 |
| 632E64021 PEDESTAL FOUNDATION, AS PER PLAN | 10 EACH | $1,950 | $2,050 |
| 632E90203 REUSE OF PEDESTRIAN SIGNAL HEAD, AS PER PLAN | 8 EACH | $950 | $1,000 |
| 625E32000 GROUND ROD | 10 EACH | $265 | $280 |
| 632E90010 PEDESTAL, MISC.:' REUSE OF PEDESTRIAN PEDESTAL | 6 EACH | $1,825 | $1,920 |
| 632E90211 REUSE OF PEDESTRIAN PUSHBUTTON, AS PER PLAN | 8 EACH | $400 | $420 |
| 614E12460 WORK ZONE MARKING SIGN(R4-1-24) DO NOT PASS | 166 EACH | $125 | $73.50 |
| 614E12460 WORK ZONE MARKING SIGN(W8-H12A-36) NO EDGE LINE | 16 EACH | $125 | $147 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 45 CY | $525 | $450 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 20 SNMT | $1,450 | $1,050 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 17.87 MILE | $900 | $1,155 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 3,724 FT | $3.00 | $2.10 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 13 CY | $1,468 | $1,540 |
| 202E98200 REMOVAL MISC.:JOINT SEALER | 169 FT | $8.19 | $8.60 |
| 203E10001 EXCAVATION, AS PER PLAN | 4 CY | $118 | $125 |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 33 LB | $26.55 | $28.00 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 10 CY | $2,210 | $2,320 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 15 SY | $47.12 | $49.50 |
| 513E21001 TRIMMING OF BEAM END, AS PER PLAN | 12 EACH | $1,958 | $2,060 |
| 516E31000 JOINT SEALER | 169 FT | $27.24 | $28.60 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $21,604 | $22,685 |
| 659E00301 TOPSOIL, AS PER PLAN | 4 CY | $115 | $270 |
| 659E10000 SEEDING AND MULCHING | 20 SY | $73.80 | $77.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 1 SY | $8.00 | $8.40 |
| 659E15000 INTER-SEEDING | 1 SY | $1.95 | $2.05 |
| 659E20000 COMMERCIAL FERTILIZER | 0.01 TON | $1,250 | $1,313 |
| 659E31000 LIME | 0.01 ACRE | $100 | $105 |
| 659E35000 WATER | 0.11 MGAL | $5.00 | $5.27 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 2 CY | $452 | $475 |
| 848E50000 HAND CHIPPING | 19 SY | $199 | $210 |
| 848E50100 TEST SLAB | 1 LS | $1,584 | $1,665 |
| 848E50200 FULL-DEPTH REPAIR | 6 CY | $1,845 | $1,937 |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 184 FT | $112 | $118 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,750 | $4,320 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,000 | $30,000 |
| 619E16010 FIELD OFFICE, TYPE B | 7 MNTH | $3,900 | $2,800 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $10,000 | $9,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 7,827 CY | $218 | $1.71M | 35% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(1.50") | 192,980 SY | $2.6 | $502k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $330,000 | $330k | 7% |
| 608E52000 CURB RAMP | 16,368 SF | $17.5 | $286k | 6% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,255 CY | $220 | $276k | 6% |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 203 EACH | $1,125 | $228k | 5% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 223 EACH | $644.95 | $144k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 45 EACH | $1,650 | $74k | 2% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 125 SY | $546.06 | $68k | 1% |