Por-US 224/US 224D-13.51/00.00
Portage County · est $1.4M
Bid dateThursday, May 21—
Portage County · est $1.4M
Published by ODOT on this contract’s Proposal PDF · EDGE 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 · 72 more items below.
| Item | Quantity | R1Shelly Company | R2Shelly & Sands INC | R3Central-allied Enterprises INC | R4Ronyak Paving INC | R5Karvo Companies INC | R6Kokosing Construction Company INC | R7Chagrin Valley Paving INC | R8Barbicas Construction Company INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 3,909 CY | $115 | $142 | $140 | $140 | $148 | $152 | $145 | $160 | 46% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T= 1 1/2") | 96,005 SY | $1.15 | $0.80 | $1.15 | $1.00 | $0.92 |
| Item | Quantity | R1Shelly Company | R2Shelly & Sands INC | R3Central-allied Enterprises INC | R4Ronyak Paving INC | R5Karvo Companies INC | R6Kokosing Construction Company INC | R7Chagrin Valley Paving INC | R8Barbicas Construction Company INC |
|---|---|---|---|---|---|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 89 SY | $10.00 | $14.00 | $1.25 | $20.00 | $5.40 | $6.00 | $10.00 | $10.00 |
| 202E30000 WALK REMOVED | 400 SF | $2.15 | $7.00 | $1.00 | $2.15 | $4.00 | $2.15 |
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 →
| $0.90 |
| $1.20 |
| $2.00 |
| 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $80,550 | $56,805 | $66,000 | $116,000 | $108,000 | $132,000 | $155,000 | $125,000 | 8% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 2,500 SY | $20.00 | $27.00 | $25.00 | $35.00 | $18.00 | $23.00 | $25.00 | $20.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $45,000 | $34,660 | $55,000 | $40,000 | $95,000 | $50,000 | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 663 CY | $55.00 | $50.00 | $30.00 | $37.00 | $26.00 | $30.00 | $50.00 | $70.00 | 4% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 250 SF | $125 | $125 | $125 | $125 | $125 | $125 | $140 | $125 | 3% |
| 646E10010 EDGE LINE, 6" | 10.61 MILE | $2,600 | $2,195 | $2,565 | $2,565 | $2,600 | $2,600 | $2,600 | $2,600 | 3% |
| 511E46210 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 10 CY | $2,000 | $2,000 | $1,200 | $2,000 | $2,000 | $2,000 | $2,200 | $2,000 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 7,553 GAL | $2.50 | $3.00 | $2.50 | $1.85 | $2.20 | $2.00 | $2.00 | $3.10 | 2% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $15,000 | $15,000 | $2,500 | $15,000 | $15,000 | $15,000 | $10,000 | $15,000 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $15,000 | $5,000 | $15,000 | $15,000 | $15,000 | $10,000 | $15,000 | 2% |
| 408E10001 PRIME COAT, AS PER PLAN | 4,769 GAL | $3.00 | $3.00 | $2.50 | $2.50 | $3.50 | $3.00 | $2.00 | $4.25 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $2,000 | $2,000 | $1,350 | $1,500 | $2,000 | $1,500 | $1,500 | $850 | 1% |
| 646E10200 CENTER LINE | 5.08 MILE | $2,300 | $2,330 | $2,300 | $2,300 | $2,300 | $2,300 | $2,300 | $2,300 | 1% |
| 659E10000 SEEDING AND MULCHING | 15,362 SY | $0.75 | $0.74 | $1.09 | $0.85 | $0.74 | $0.74 | $1.10 | $0.75 | 1% |
| 209E60200 LINEAR GRADING | 553 STA | $18.62 | $35.00 | $2.00 | $15.00 | $18.00 | $20.00 | $10.00 | $10.00 | 1% |
| 621E00100 RPM | 367 EACH | $27.85 | $30.15 | $28.00 | $35.00 | $28.00 | $27.85 | $28.00 | $27.85 | 1% |
| 520E10000 PNEUMATICALLY PLACED CONCRETE SHOTCRETE | 50 SF | $200 | $200 | $200 | $200 | $200 | $200 | $250 | $200 | 1% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 120 FT | $81.50 | $81.50 | $86.00 | $81.50 | $86.00 | $81.50 | $82.00 | $81.50 | 1% |
| $2.20 |
| $3.00 |
| 202E32000 CURB REMOVED | 40 FT | $17.55 | $10.00 | $1.00 | $17.55 | $8.00 | $17.55 | $18.00 | $5.00 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 537 STA | $15.00 | $20.00 | $12.00 | $20.00 | $28.00 | $10.00 | $10.00 | $25.00 |
| 608E10000 4" CONCRETE WALK | 160 SF | $9.55 | $7.75 | $12.00 | $9.55 | $6.65 | $9.55 | $10.00 | $10.00 |
| 608E52000 CURB RAMP | 240 SF | $13.45 | $25.00 | $30.00 | $13.45 | $15.00 | $13.45 | $20.00 | $15.00 |
| 623E39501 MONUMENT BOX ADJUSTED TO GRADE, AS PER PLAN | 6 EACH | $480 | $575 | $550 | $478 | $718 | $450 | $575 | $625 |
| 659E20000 COMMERCIAL FERTILIZER | 2.07 TON | $250 | $250 | $992 | $450 | $250 | $250 | $100 | $750 |
| 659E31000 LIME | 3.18 ACRE | $25.00 | $25.00 | $87.61 | $65.00 | $25.00 | $25.00 | $25.00 | $1.00 |
| 659E35000 WATER | 82.95 MGAL | $0.25 | $0.25 | $1.00 | $1.00 | $0.25 | $0.25 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 3 EACH | $1,910 | $1,700 | $1,250 | $1,910 | $1,910 | $1,910 | $1,700 | $2,000 |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 3 EACH | $545 | $1,285 | $1,250 | $543 | $950 | $540 | $1,285 | $875 |
| 609E26000 CURB, TYPE 6 | 40 FT | $42.55 | $40.00 | $20.00 | $42.55 | $24.00 | $42.55 | $45.00 | $35.00 |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 26,823 FT | $0.35 | $1.00 | $1.85 | $0.50 | $0.90 | $1.00 | $0.25 | $1.25 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 294 EACH | $5.49 | $5.00 | $9.00 | $3.00 | $2.25 | $5.00 | $1.00 | $4.00 |
| 646E10400 STOP LINE | 129 FT | $11.00 | $15.00 | $12.00 | $12.00 | $11.00 | $11.00 | $11.00 | $11.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $65.00 | $67.00 | $75.00 | $60.00 | $65.00 | $65.00 | $100 | $80.00 |
| 614E12460 WORK ZONE MARKING SIGN | 20 EACH | $55.00 | $85.00 | $55.00 | $50.00 | $50.00 | $50.00 | $50.00 | $70.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $115 | $125 | $500 | $110 | $210 | $100 | $150 | $150 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 5.08 MILE | $780 | $950 | $1,200 | $795 | $780 | $780 | $780 | $780 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 5.08 MILE | $600 | $950 | $700 | $700 | $600 | $600 | $600 | $600 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 10.32 MILE | $550 | $400 | $900 | $595 | $550 | $550 | $550 | $550 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 10.32 MILE | $500 | $400 | $500 | $450 | $500 | $500 | $500 | $500 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 129 FT | $3.00 | $3.00 | $0.50 | $3.00 | $3.00 | $3.00 | $3.00 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 129 FT | $2.90 | $3.00 | $0.50 | $2.90 | $2.90 | $2.90 | $2.90 | $2.90 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 75 FT | $18.80 | $18.80 | $22.00 | $18.80 | $22.00 | $18.80 | $19.00 | $18.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $2,285 | $2,285 | $2,200 | $2,285 | $2,200 | $2,285 | $2,285 | $2,285 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 579 LB | $6.00 | $6.00 | $1.25 | $6.00 | $6.00 | $6.00 | $10.00 | $6.00 |
| 518E21220 POROUS BACKFILL | 1 LS | $1,500 | $1,500 | $1,000 | $1,500 | $1,500 | $1,500 | $1,500 | $1,500 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 10 EACH | $80.00 | $80.00 | $45.00 | $80.00 | $80.00 | $80.00 | $100 | $80.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 8 SY | $60.00 | $60.00 | $35.00 | $60.00 | $60.00 | $60.00 | $100 | $60.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 7 SF | $10.00 | $10.00 | $5.00 | $10.00 | $10.00 | $10.00 | $50.00 | $10.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 20 SF | $125 | $125 | $125 | $125 | $125 | $125 | $140 | $125 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $3,000 | $350 | $3,000 | $3,000 | $3,000 | $2,000 | $3,000 |
| 202E98000 REMOVAL MISC.: CHANNEL CLEANOUT | 1 LS | $5,000 | $5,000 | $2,000 | $3,000 | $3,000 | $5,000 | $4,000 | $3,000 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 312.5 FT | $17.60 | $17.60 | $18.00 | $17.60 | $18.00 | $17.60 | $17.60 | $17.60 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 6 EACH | $7.75 | $7.75 | $7.00 | $7.75 | $7.00 | $7.75 | $8.00 | $7.75 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 15 FT | $17.50 | $17.50 | $20.00 | $10.65 | $10.00 | $10.00 | $10.00 | $17.50 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 2 SF | $30.00 | $30.00 | $35.00 | $26.00 | $25.00 | $25.00 | $30.00 | $30.00 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $3,000 | $1,500 | $3,000 | $3,000 | $3,000 | $2,000 | $3,000 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $1.60 | $1.60 | $2.00 | $1.60 | $2.00 | $1.60 | $1.60 | $1.60 |
| 202E98000 REMOVAL MISC.:CHANNEL CLEANOUT | 1 LS | $3,000 | $3,000 | $35,000 | $3,000 | $5,000 | $3,000 | $2,000 | $5,000 |
| 606E13000 GUARDRAIL, TYPE 5 | 100 FT | $16.20 | $16.20 | $15.00 | $16.20 | $15.00 | $16.20 | $16.20 | $16.20 |
| 606E15051 GUARDRAIL, TYPE MGS, AS PER PLAN | 120 FT | $12.40 | $12.40 | $20.00 | $12.40 | $20.00 | $12.40 | $12.40 | $12.40 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 100 FT | $17.60 | $17.60 | $18.00 | $17.60 | $18.00 | $17.60 | $17.60 | $17.60 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $750 | $750 | $625 | $750 | $625 | $750 | $750 | $750 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 12 EACH | $7.75 | $7.75 | $7.00 | $7.75 | $7.00 | $7.75 | $7.75 | $7.75 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 42 FT | $17.50 | $17.50 | $20.00 | $10.65 | $10.00 | $10.00 | $10.00 | $17.50 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $25.00 | $25.00 | $35.00 | $14.75 | $25.00 | $25.00 | $29.00 | $25.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 2 SF | $30.00 | $30.00 | $35.00 | $26.00 | $25.00 | $25.00 | $29.00 | $30.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 6 EACH | $10.00 | $10.00 | $15.00 | $10.00 | $25.00 | $25.00 | $25.00 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $10.00 | $20.20 | $30.00 | $15.00 | $25.00 | $25.00 | $21.00 | $10.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 134 FT | $20.00 | $20.00 | $30.00 | $20.00 | $20.00 | $20.00 | $22.00 | $20.00 |
| 530E00800 SPECIAL - STRUCTURES CONCRETE SPALL REMOVAL | 10 SY | $200 | $200 | $200 | $200 | $200 | $200 | $250 | $200 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $2,285 | $2,285 | $2,200 | $2,285 | $2,200 | $2,285 | $2,285 | $2,285 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 154 SY | $35.00 | $35.00 | $35.00 | $35.00 | $35.00 | $35.00 | $35.00 | $35.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,000 | $2,960 | $30,000 | $9,250 | $6,000 | $5,000 | $15,000 | $20,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $2,000 | $1,000 | $3,600 | $900 | $3,000 | $500 | $2,500 |
| 203E40000 BORROW | 5 CY | $150 | $150 | $175 | $150 | $150 | $150 | $185 | $150 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $960 | $960 | $1,000 | $960 | $1,000 | $960 | $960 | $960 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $3,000 | $350 | $3,000 | $3,000 | $3,000 | $2,000 | $3,000 |
| 202E98000 REMOVAL MISC.: CHANNEL CLEANOUT | 1 LS | $3,000 | $3,000 | $2,000 | $5,000 | $3,000 | $3,000 | $2,500 | $3,000 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 247.5 FT | $17.60 | $17.60 | $18.00 | $17.60 | $18.00 | $17.60 | $17.60 | $17.60 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 75 FT | $18.80 | $18.80 | $22.00 | $18.80 | $22.00 | $18.80 | $18.80 | $18.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 3 EACH | $2,285 | $2,285 | $2,200 | $2,285 | $2,200 | $2,285 | $2,285 | $2,285 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 6 EACH | $7.75 | $7.75 | $7.00 | $7.75 | $7.00 | $7.75 | $8.00 | $7.75 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 15 FT | $17.50 | $17.50 | $20.00 | $13.00 | $10.00 | $10.00 | $10.00 | $17.50 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 2 SF | $30.00 | $30.00 | $35.00 | $26.00 | $25.00 | $25.00 | $30.00 | $30.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 25 SF | $125 | $125 | $125 | $125 | $125 | $125 | $140 | $125 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 10.16 MILE | $625 | $700 | $625 | $920 | $920 | $625 | $1,300 | $2,000 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 5.08 MILE | $1,225 | $1,500 | $1,225 | $1,520 | $1,520 | $1,225 | $1,500 | $2,200 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), AS | 3,909 CY | $115 | $450k | 39% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T= 1 1/2") | 96,005 SY | $1.15 | $110k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $80,550 | $81k | 7% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 2,500 SY | $20 | $50k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 663 CY | $55 | $36k | 3% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 250 SF | $125 | $31k | 3% |
| 646E10010 EDGE LINE, 6" | 10.61 MILE | $2,600 | $28k | 2% |
| 511E46210 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 10 CY | $2,000 | $20k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 7,553 GAL | $2.5 | $19k | 2% |